HomeMy WebLinkAbout2021-01-18-I10 Timberline Stadium Phase 2 - Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: January 18, 2021
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Timberline
Stadium Phase 2 (2605 SE LA Grant Parkway)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Waukee Community School District, requests approval of
a site plan to allow improvements to the existing Timberline Stadium and
fields, including construction of a single-story concession building just south
of the existing stadium. Other improvements include resurfacing of the fields,
replacing portions of sidewalks, replacing portions of fencing and replacing
landscaping in areas.
The applicant has provided elevations for the proposed concession building on
the site, which meets the intent of the architectural guidelines within the Site
Plan Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed this project at the January 12, 2021 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval of a Site Plan for Timberline Stadium Phase 2 (2605 SE LA Grant Parkway)
Senior Planner, Melissa DeBoer, introduced the request for approval of a site plan for an addition to
Timberline Stadium as submitted by the applicant, Waukee Community School District. The subject
property is generally located north of Ashworth Road and west of SE LA Grant Parkway, containing
approximately 12 acres.
Mrs. DeBoer advised that the site plan indicates updates to the existing stadium and soccer fields, the
construction of a concession stand, and new fencing. At this time all public utilities are available to the
project. No parking or access changes are proposed or required for the update. The Concession stand
will be constructed out of similar materials as the Timberline School building as well as have a
coordinating design.
At this time staff would recommend approval of a site plan for Timberline Stadium Phase 2 subject to
any remaining staff comments.
Commissioner Broderick questioned if the updates would eliminate the soccer fields to the
south of the stadium. Kirk Johnson, a representative for the School District, advised that the
fields would stay, however, they would be resurfaced with artificial turf.
I10
Commissioner Ward moved to approve the site plan for Timberline Stadium Phase 2 (2605 S.E. LA
Grant Pkwy) subject to any remaining staff comments. Commissioner Koshy seconded the motion.
Ayes: Inman, Koshy, Streit, Broderick, Ward, 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 subject to remaining staff comments.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Melissa DeBoer, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2021-
APPROVING THE SITE PLAN FOR TIMBERLINE STADIUM PHASE 2
(2605 SE LA GRANT PARKWAY)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Timberline Stadium Phase 2, subject to remaining staff comments on January
12, 2021; AND,
WHEREAS, the Site Plan for Timberline Stadium Phase 2 is in general conformance with §160
– Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Timberline Stadium Phase 2 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 18th day of January, 2021 that the Site Plan for Timberline Stadium Phase 2 is approved
subject to remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Timberline Stadium Phase 2 – Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner
REPORT DATE: January 6, 2021
MEETING DATE: January 12, 2021
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 make improvements to the existing stadium and
fields, including construction of a concession
building.
Location and Size: Property is generally located north of Ashworth
Road and west of SE LA Grant Parkway, containing
approximately 12 acres.
Address: 2605 SE LA Grant Parkway
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
January 6, 2021
2 of 2
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Timberline School /
Stadium
Institutional A-1 (Agricultural
District)
North Single Family Residential Single Family Residential R-2 (One and Two
Family Residential)
South Dallas County – Rural
Residential
Rural Residential N/A – Dallas County
East Single Family Residential Single Family Residential /
Medium Density Residential R-2 (One and Two
Family Residential)/A-1
(Agricultural District)
West Dallas County – Timberline
Campground
Park N/A – Dallas County
PROJECT DESCRIPTION
The project includes improvements to the existing Timberline Stadium and fields, including construction of a
single-story concession building just south of the existing stadium. Other improvements include resurfacing of
the fields, replacing portions of sidewalks, replacing portions of fencing and replacing landscaping.
ACCESS AND PARKING
There are no proposed changes to access or parking. Access to the stadium is provided off of SE LA Grant
Parkway and parking is provided both to the north and to the south (near Ashworth Road).
UTILITIES
All public utilities are provided to the site. Utilities will be brought in to serve the new concession building.
ELEVATIONS
The elevations of the proposed concession building will be constructed of brick and composite metal panel to
match the existing school building to the north.
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.
SITEWAUKEE TIMBERLINE STADIUM - PHASE 2SITE IMPROVEMENT PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.VICINITY MAPNOT TO SCALECOPYRIGHT 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 NOTEDDSCOHYDI
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/ODRAWING 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
IMPROVEMENTS TO
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018K0111/17/20 - 1ST CITY SET12/01/20 - 2ND CITY SET12/28/20 - 3RD CITY SETL:\LAND PROJECTS 2020\200102\DWG\C0 COVER.DWG12/28/2020 3:36:11 PM
C-001COVER SHEETLEGAL DESCRIPTION:LOT 1 WAUKEE TIMBERLINE SCHOOL PLAT 1, WAUKEE, DALLAS COUNTY, IOWA.ADDRESS:2605 SE LA GRANT PARKWAYWAUKEE, IA 50263OWNER:WAUKEE COMMUNITY SCHOOL DISTRICT560 SE UNIVERSITY AVENUEWAUKEE, IA 50263PH: (515) 987-5161PREPARED FOR:WAUKEE COMMUNITY SCHOOL DISTRICTPH: SEAN DEVLIN560 SE UNIVERSITY AVENUEWAUKEE, IA 50263ARCHITECT:FREVERT-RAMSEY-KOBES ARCHITECTS + ENGINEERSATTN:RACHELLE HINES2600 WESTOWN PARKWAY, SUITE 340WEST DES MOINES, IA 50266PH: (515) 223-5100ENGINEER:BISHOP ENGINEERINGATTN: JOEL JACKSON3501 104TH STURBANDALE, IA 50322PH: (515) 276-0467ZONING: A-1AGRICULTURAL DISTRICTSETBACKS:THIRTY-FIVE (35) FEET ALL SIDESDISTURBED AREA:DISTURBED AREA = 12 ACRES MORE OR LESSNPDES GENERAL PERMIT NO. 2 IS REQUIRED.IMPERVIOUS SURFACE:PAVEMENT AND BUILDING AREA ADDED = 22,300 SFARTIFICIAL TURF AREA ADDED = 356,000 SFBENCHMARK:5/8" IRON ROD WITH BENCHMARK CAP "CONTROL POINT" LOCATED ON THE NORTHSIDE OF 312TH PLACE NEAR THE SOUTHWEST CORNER OF LOT 63 GRANT PARK.ELEVATION = 1037.18 (NAVD DATUM)SHEET INDEX:C-001COVER SHEETC-101 - C-102DEMO PLANC-201 - C-202LAYOUT PLANC-301 - C-302GRADING PLANC-401 - C-402UTILITY PLANC-501LANDSCAPE PLANC-601DETAILS SHEETC-701SWPPPC-001-C-701GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITIONS OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND THE 2020 EDITION OF SUDAS STANDARDSPECIFICATIONS. THE CITY OF WAUKEE ENGINEERING DEPARTMENT MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK AND PRIOR TO ANY WEEKEND OR HOLIDAYWORK. CONTRACTOR SHALL BE RESPONSIBLE 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.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.11.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.12.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OF NATURAL RESOURCESREQUIREMENTS.13.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.14.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.15.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.16.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.17.CONTRACTOR SHALL PROVIDE THE CITY OF WAUKEE ENGINEERING DEPARTMENT WITH A LIST OF QUANTITIES FOR SCHEDULING INSPECTION PURPOSES.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREAS SHALL BE SEEDED INACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGN OFF ON SUBASE PRIOR TO ANYPAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.DETECTABLE WARNING PANELS CALLED OUT ON PLANS SHALL BE PER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALL HANDICAP STALLS AND SHALL BECONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FORENSURING A.D.A. CODES ARE MET.6.ALL PAVEMENT REPLACEMENT SHALL COMPLY WITH THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED OR LOWERED INACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.3.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE II CONNECTORS. ALL APRONS SHALLHAVE A STANDARD FOOTING AND TRASH GUARD. ALL FLARED END SECTIONS SHALL HAVE A 3' WIDE CLAY WATERSTOP (SUDAS SW-105).4.ALL STRUCTURE SIZES CALLED OUT ON PLANS ARE MINIMUM INSIDE WALL DIMENSIONS.5.ALL STRUCTURES CALLED OUT AS "MODIFIED" OR "SPECIAL" SHALL BE ENGINEERED BY THE PRECASTER TO ENSURE STRUCTURE STABILITY. MODIFICATIONS INCLUDE ADDITIONAL WALL LENGTH TOACCOUNT FOR LARGE PIPE DIAMETERS AND ADDITIONAL WALL WIDTH & BASE DEPTH TO ACCOUNT FOR DEEPER STRUCTURES. ANY AND ALL MODIFICATIONS TO STANDARD STRUCTURES SHALL BECONSIDERED INCIDENTAL TO BID.6.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OFCOMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.7.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES, ALL SANITARY MANHOLES SHALL BE VACUUM TESTED. ALL SANITARY AND STORM LINES SHALL BECLEANED AND TELEVISED PRIOR TO PAVING. THE CITY SHALL WITNESS ALL CLEANING AND TELEVISING, COPIES OF THE REPORTS AND VIDEOS SHALL BE PROVIDED TO THE CITY OF WAUKEEENGINEERING DEPARTMENT.8.ALL UTILITIES SHALL BE TESTED TO CITY OF WAUKEE STANDARDS AND THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TESTING.9.ALL WATER LINE MATERIAL SHALL BE C-900 UNLESS NOTED OTHERWISE ON PLANS. SIZE OF WATERMAIN AS SHOWN ON PLANS.10.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.11.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE.12.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.13.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHEN THEBAGS CAN BE REMOVED.14.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.15.FIRE HYDRANT ASSEMBLY SHALL INCLUDE TEE, BRANCH, VALVE & HYDRANT AND A 4" STORZ CONNECTION.16.ANY AND ALL HYDRANT AND VALVE EXTENSIONS, TOGETHER WITH VERTICAL BENDS, SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE PROVIDEDFOR INCIDENTAL ITEMS.17.ALL UTILITY CONNECTIONS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT.UTILITY CONFLICT NOTES:1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE.2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AN EXISTING UTILITY AND PROPOSEDCONSTRUCTION.3.CONTRACTOR SHALL USE O-RING GASKET JOINTS FOR STORM SEWER AND SANITARY SEWER AT CROSSINGS WITH WATER WHERE STORM OR SANITARY SEWER CROSSES OVER OR LESS THAN 18INCHES BELOW WATER. O-RING GASKET JOINTS SHALL BE EXTENDED UNTIL WATER AND SEWER ARE AT LEAST 10 FEET APART. ALL O-RING GASKET JOINTS SHALL BE CONSIDERED INCIDENTAL TO BID.IF N-12 PIPE IS USED FOR STORM SEWER, CONTRACTOR SHALL USE WATER-TIGHT N-12 PIPE, CENTERED ON THE CROSSING.4.FOR ALL CRITICAL CROSSINGS WITH EXISTING UTILITIES, THE ELEVATION OF THE EXISTING UTILITY SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. NOTIFY BISHOP ENGINEERING PRIOR TOCONSTRUCTION IF A CONFLICT EXISTS.SPECIFICATIONS NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE WAUKEE TIMBERLINE STADIUM PHASE 2 PROJECT SPECIFICATIONS, THE CITY OF WAUKEE SPECIFICATIONS AND SUDAS SPECIFICATIONS.2.FOR ANY DISCREPANCIES BETWEEN THE WAUKEE TIMBERLINE STADIUM PHASE 2 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 BERESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES.4.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANY CHANGES TO PROPOSED SITEINFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES.STAKING NOTES:1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATION WITH THE PROJECT ENGINEER.2.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE DIRECTLY UNDER THE GENERAL CONTRACTOR BY A SINGLE COMPANY.3.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN.EARTHWORK BALANCE NOTES:1.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY. CONTRACTOR RESPONSIBLE FOR MAKING THE SITEEARTHWORK BALANCE.2.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECT PLANS AND SPECIFICATIONS.3.IT IS ANTICIPATED THAT SOIL WILL BE EXPORTED FROM THE SITE. QUANTITY WILL NOT BE MEASURED. CONTRACTOR IS RESPONSIBLE FOR MEETING PLANS GRADES.SWPPP NOTES:1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT JAMES RODEMYER(JRODEMYER@BISHOPENGR.COM) FOR A COPY OF THE SWPPP.2.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BEPROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS.TOPSOIL NOTES:1.CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE GEOTECHNICAL ENGINEER WHEN TOPSOIL HAS BEEN PLACED / RE-SPREAD ON SITE.GEOTECHNICAL ENGINEER WILL THEN INVESTIGATE AND PROVIDE WRITTEN VERIFICATION TO THE OWNER THAT AT LEAST 8" OF TOPSOIL HASBEEN PLACED IN ALL PERVIOUS AREAS OF THE SITE.2.CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF HAULING IN ADDITIONAL TOPSOIL IN AREAS THAT ARE DEFICIENT. CONTRACTOR SHALLALSO BE RESPONSIBLE FOR ADDITIONAL COSTS FOR SUBSEQUENT TOPSOIL DEPTH TESTING PERFORMED BY GEOTECHNICAL ENGINEER IF SITEIS FOUND TO BE DEFICIENT.GEOTECHNICAL REPORT NOTES:1.CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR ADDITION SOILS INFORMATION INCLUDING BUT NOT LIMITED TO SUBGRADEINFORMATION, FOOTING DESIGN, AND ANY POSSIBLE OVER EXCAVATION DUE TO POOR SOILS.2.PAVEMENT SECTIONS ON PLANS GOVERN OVER PAVEMENT THICKNESS IN GEOTECHNICAL REPORT.3.CONTRACTOR SHALL INCORPORATE CEMENT INTO THE SUBGRADE PREPARATION BENEATH THE ARTIFICIAL TURF. SEE GEOTECHNICAL REPORTFOR ADDITIONAL INFORMATION.
XXXXXXXXXXXXXXEX LOCATIONPER CITY OFWAUKEE MAPEX 4' CHAINLINKFENCEEX 4' CHAINLINKFENCEEX GATEEX GATEEX 8' CHAINLINKFENCEEX SHOT PUT ANDDISCUSS PADSEX CONCRETEEX CONCRETE WALKEX ASPHALT TRACK1029
10281027
1
0
2
51024 102810271025ST
15"
ST
15"
ST
15"
ST
15"
ST
15"
ST
15"
ST
15"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST15"ST15"ST15"ST15"ST8"ST8"ST8"ST8"I
CVICVICVICVICV ICV ICV
ELECDEX INTAKERIM=1016.90FL(S)=1008.47IE=1008.00EX INTAKERIM=1016.07FL(E)=1009.72FL(W)=1009.57IE=1009.09EX INTAKERIM=1015.94FL(W)=1012.57FL(E)=1012.44IE=1011.965" PINE5" PINE3" PINE5" PINE4" PINE4" PINE4" PINE3" PINE3" PINE3" PINEDEX STORM MHRIM=1028.27DEX STORM MHRIM=1028.35FL(W)=1026.20FL(S)=1025.25DEX STORM MHRIM=1028.35FL(S)=1026.10FL(W)=1024.45FL(E)=1024.35DEX STORM MHRIM=1028.28FL(SW)=1024.78FL(E)=1023.48FL(W)=1023.43FL(S)=1023.28DEX STORM MHRIM=1028.21FL(S)=1026.01FL(E)=1024.36FL(W)=1024.16DEX STORM MHRIM=1028.42DEX STORM MHRIM=1028.31FL(NE)=1026.01FL(E)=1024.46FL(W)=1022.61FL(N)=1022.41DEX STORM MHRIM=1028.27EX INTAKET/C=1032.26FL(NE)=1025.23FL(W)=1024.94FL(NW)=1024.83FL(SE)=1024.73EX INTAKERIM=1028.37FL(E)=1025.56EX INTAKERIM=1023.80FL(S)=1020.11FL(W)=1019.74FL(E)=1019.723" TREE3" TREE3" TREE3" TREE3" TREE3" TREE3" TREE3" TREEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXST12"ST12"ST15"ST15"ST8"ST8"ST8"ST8"ST8"ST12"ST12"ST12"ST6"ST12"ST12"ST12"ST12"ST12"S
T
1
2
"
ST
12"
ST
12"ST18"ST18"ST18"102910271026102610271028 102510251029102510261027102810301029102810271026U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
U/E U/E
GGG G G G G G G G
10' ELECTRIC
EASEMENT
(BOOK 2013 PAGE 21301)W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"
W
W
W
W
W
W
W
1"W1"W1"W1"W 1"W
W2"W2"EX 6' CHAINLINK FENCEST 8"GGGGGGGGGGGGGGGST12"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST6"ST6"ST6"ST6"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST6"ST6"ST6"S
T
6
"STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS
T
S
T
ST
ST ST
ST
ST STST6"ST6"ST6"ST6"ST6"EX LONG JUMPEX 4' CHAINLINKFENCEEX CONCRETE WALKEX GATEEX IRRIGATIONCONTROL BOXEX CONCRETE WALKEX GATEWVWVEX INTAKET/C=1028.78FL(W)=1019.17FL(NE)=1019.17S
T
1
8
"
S
T
1
8
"10301028102810281029 1030X
2" TREE2" TREE2" TREE2" TREEST8"ST8"1022102
2 10231024
10251026102710221022EX CONCRETE WALKEX FLOWER BEDEX INTAKERIM=1028.88FL(NW)=1024.71BOTTOM=1024.16EX INTAKERIM=1028.96FL(SE)=1024.05FL(NW)=1024.00BOTTOM=1023.46EX INTAKERIM=1019.93FL(E)=1013.88FL(S)=1013.63ST 15"ST8"101710181020102310211017EX INTAKERIM=1028.89FL(SE)=1023.38FL(SW)=1023.34BOTTOM=1022.77DEX STORM MHRIM=1027.41FL(NE)=1021.22FL(N,S)=1018.85±EX 15" RCP FESFL=1023.98XXXXXXXXXXXXXXXXXXEX SLIDING GATEEX 4' CHAINLINKFENCEST8"ST8"ST8"ST8"XXXXXXXXXXXXXXX X X X X X X X XXXXXXXXXXXX
X
XXXX XXXXXX XXXX
X
X
X
X
X X
XXX X X X X X XX1020DETENTION EASEMENT BOOK 2013 PAGE 21298XXX REMOVE EX 2" SUBDRAINSREMOVE EX 2" SUBDRAINSREMOVEREMOVE EX IRRIGATIONCONTROL VALVES, TYPREMOVE EX IRRIGATIONCONTROL VALVES, TYPREMOVE EX GOALPOSTREMOVE EX GOALPOSTPROTECT EX CURBINGPROTECT EX CURBINGPROTECT EX CURBINGPROTECT EX CURBINGSAWCUT & REMOVE EXSIDEWALK TO NEAREST JOINT& REMOVE EX FENCE IN MOWSTRIP TO NEAREST POSTREMOVE EX FENCE IN MOW STRIP TO NEAREST POSTSAWCUT & REMOVE EXSIDEWALK TO NEAREST JOINTREMOVE EXLANDSCAPING BEDPROTECT EX INTAKE(REF UTILITY PLAN FORRIM ADJUSTMENT)PROTECT EX INTAKE(REF UTILITY PLAN FORRIM ADJUSTMENT)SAWCUT & REMOVE EXPAVEMENT TO NEAREST JOINTPROTECT EX TRACK CURBINGREMOVE EX FENCE& PAVEMENTDEMO NOTES:1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITHORANGE 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
IMPROVEMENTS TO
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018K0111/17/20 - 1ST CITY SET12/01/20 - 2ND CITY SET12/28/20 - 3RD CITY SETGRAPHIC SCALE020102040L:\LAND PROJECTS 2020\200102\DWG\C1 DEMO.DWG12/28/2020 3:37:45 PM
DEMO SHEETC-101
I
CVI
CVICVICVICV
XXEX LOCATIONPER CITY OFWAUKEE MAP1
0
2
51024 10281025
10271025ST
15"
ST
15"ST15"ST15"ST8"ST8"EPEPWVHYDELECWVSEX SAN MHRIM=1019.97INV(S)=1010.02INV(N)=1009.97EPWSOWSOEX 18" CPP FESFL=994.65DEX STORM MHRIM=1003.18FL(N)=993.98FL(E)=993.93FL(SW)=993.88BOTTOM=993.65EX INTAKERIM=1004.80FL(N)=1000.12FL(S)=1000.00IE=999.50EX INTAKERIM=1004.82FL(N)=1000.52FL(S)=1000.47IE=1000.02EX INTAKERIM=1004.84FL(N)=1001.16FL(S)=1001.04IE=1000.50DEX STORM MHRIM=1008.36FL(E)=1002.00FL(S)=1001.78IE=1001.18EX INTAKERIM=1006.96FL(E)=1002.96FL(W)=1002.78IE=1002.21EX INTAKERIM=1007.94FL(E)=1004.36FL(W)=1004.29IE=1003.77DEX STORM MHRIM=1010.50FL(N)=1006.60FL(S)=1005.60FL(E)=1005.29FL(W)=1005.20IE=1004.93EX INTAKERIM=1016.90FL(S)=1008.47IE=1008.00EX INTAKERIM=1016.07FL(E)=1009.72FL(W)=1009.57IE=1009.09EX INTAKERIM=1015.70FL(E)=1012.15FL(NE)=1012.10FL(W)=1011.90IE=1011.30EX INTAKERIM=1015.94FL(W)=1012.57FL(E)=1012.44IE=1011.96[]ST15"ST 18"ST 18"ST15"ST15"ST18"ST12"ST15"ST8"ST8"101810171016101510141013101210111010100910259951000 1005 101099699799899910011002100310041006100710081009 1011 1012 101310111010100510001000100010021002
GGGGGGEX 6' CHAINLINK FENCEST15"ST 8"EX STORM MHNOT FIELD LOCATEDST6"STSTEX 8' CHAINLINKFENCEEX 6' WOODFENCE3" TREE3" TREE5" TREE5" PINE5" PINE5" PINE3" TREE3" TREE3" TREE3" PINE3" PINE3" PINE4" TREE4" TREE4" PINE4" PINE4" PINE5" PINE3" TREE3" TREEBUSH" MAPLEBUSH" MAPLEBUSH" MAPLESEX SAN MHRIM=1022.74INV(S)=1004.98INV(E)=1004.88SAN8"SAN 8"SAN 8"SAN 8"SAN 8"2" TREE2" TREE2" TREE2" TREE3" TREE2" TREE2" TREE2" TREE2" TREE3" TREE3" PINE3" PINE3" PINE3" PINE4" TREE4" TREE4" TREE4" TREE2" PINE2" PINE2" PINE3" TREE3" TREE2" TREE3" TREE4" PINE2" PINE2" PINE3" PINE4" TREE4" TREE3" TREE3" PINE3" PINE3" PINE3" PINE3" PINEI
CVI
CVEPEPEX INTAKERIM=1022.94FL(N)=1014.76FL(W)=1014.54BOTTOM=1013.93EX INTAKERIM=1021.18FL(N)=1015.44FL(S)=1015.38BOTTOM=1015.03EX INTAKERIM=1021.15FL(S)=1016.47BOTTOM=1015.95EX INTAKERIM=1019.50FL(W)=1015.30BOTTOM=1014.65EX INTAKERIM=1019.18FL(E)=1014.58FL(W)=BLOCKEDEX INTAKET/C=1021.89EX INTAKET/C=1020.54FL(NE)=1016.352" TREEEX 36" RCP FESFL=1015.602" TREEDEX STORM MHRIM=1020.63FL(SW)=1015.21FL(N)=1015.04FL(NW)=1015.03FL(SE)=1015.03DEX STORM MHRIM=1020.46FL(W)=1015.81FL(SW)=1015.78FL(NE)=1015.38EX INTAKET/C=1021.92FL(S)=1017.51DEX STORM MHRIM=1021.94FL(E)=1016.85WVWVHYDTBM: BURY BOLTELEV=1021.36ST15"ST15"ST 15"
ST15"
ST 30"ST18"W12"W12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"W8"W8"ST8"ST8"ST 8"ST 8"ST 8"ST8"ST8"U/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
EX LOCATIONPER CITY OFWAUKEE MAPEX LOCATIONPER CITY OFWAUKEE MAP1
0
1
6
1018
1
0
2
0102110221022102
2
1
0
2
1
1020 1023102
01020102210221022102210
2
2
1023
1022
1023
1022
1022EX 6' CHAINLINK FENCEEX CONCRETE WALKEX CONCRETE WALKEX FLOWER BEDDEX STORM MHRIM=1018.93FL(W)=1013.74FL(N)=1013.69DEX STORM MHRIM=1018.51FL(S)=1010.56FL(N)=1010.41FL(E)=1010.36DEX STORM MHRIM=1016.91FL(W)=1009.31FL(S)=1003.81SEX SAN MHRIM=1016.58INV(E)=1001.73GVF/OWVWVHYDF/OF/OGVEX INTAKERIM=1028.88FL(NW)=1024.71BOTTOM=1024.16RIM=1028.96FL(SE)=1024.05FL(NW)=1024.00BOTTOM=1023.4610181019
1017101
8
G G G
ST 24"ST 48"ST48"ST48"SAN8"O/E O/E
U/EU/EU/E U/E
U/EEX LOCATIONPER MIDAMERICAN MAPI
CVI
CVI
CVI
CVI
CVEX INTAKERIM=1019.93FL(E)=1013.88FL(S)=1013.63EX INTAKERIM=1016.00FL(E)=1012.30FL(W)=1012.10EX INTAKERIM=1016.02FL(E)=1012.87FL(W)=1012.72I
CVI
CVI
CVI
CVI
CVEX INTAKERIM=1010.62FLN)=1005.67FL(E)=1005.62FL(W)=1005.27EX INTAKERIM=1009.06FL(S)=1005.76EX INTAKERIM=1008.98FL(N)=1006.48EX INTAKERIM=1008.80FL(S)=1005.60FL(N)=1005.55EX INTAKERIM=1007.61FL(N)=1003.16FL(SE)=1002.91EX INTAKERIM=1008.18FL(N)=1004.43FL(S)=1004.28EX INTAKERIM=1008.03FL(N)=1005.03FL(S)=1004.93EX INTAKERIM=1016.01FL(E)=1011.61FL(W)=1011.71EX INTAKERIM=1013.52FL(N)=1010.62FL(S)=1010.52EX INTAKERIM=1013.51FL(N)=1010.01FL(S)=1009.66DEX STORM MHRIM=1014.14FL(N / SW)=1007.79WDEX STORM MHRIM=1005.02FL(NW)=1002.07FL(S)=1001.172" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE18" TREEDEX STORM MHRIM=1013.78FL(NE)=1004.48FL(SW)=1004.18EX INTAKERIM=1006.05FL(NE)=1001.55FL(S)=1001.45EX INTAKERIM=1019.00FL(E)=1013.65FL(W)=1013.50I
CVI
CVEX INTAKERIM=1016.38FL(N)=1011.88FL(E)=1011.83FL(W)=1011.73EX INTAKERIM=1018.33FL(E)=1015.63FL(N)=1012.08FL(S)=1012.03U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E
U/E U/E U/E U/E U/EU/EU/EU/EU/EXX X X X X X X XX X X X XST12"ST 18"ST 10"ST 10"ST 8"ST 8"ST 8"ST 8"ST8"ST8"ST8"ST15"ST8"ST8"ST8"ST8"ST18"S
T
1
8
"
ST 15"ST 15"ST 15"ST 15"ST 15"ST8"ST8"SAN 8"W8"EX IRRIGATIONPUMPST 15"ST 15"ST 15"EX 12' POLESFOR NETTINGEX 12' POLESFOR NETTINGEX 12' POLESFOR NETTINGEX 12' POLESFOR NETTINGEX 12' POLESFOR NETTING100810091019101910221023102210211020
1019 10181017
1016
101
5 10141013 101210111010
10171018102010231021101710171016101410121010
1020
1019101710181017101610201020 1021
1022
1
0
1
9
102
01022101810131014 101
4
1015101510
1
3
10111008 101010111008100910071004 1009
1014
EX CONCRETE WALK
EX CONCRETE WALK
EX CONCRETE WALK EX CONCRETE WALKEX CONCRETE WALK EX HANDRAILS& STEPSEX TREELINEEX TREELINEEX BUILDINGEX BUILDINGO/EST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"DST8"ST8"ST8"DEX STORM MHRIM=1027.41FL(NE)=1021.22FL(N,S)=1018.85±EX INTAKERIM=1018.08FL(NW)=1014.28FL(E)=1013.88DEX STORM MHRIM=1012.20DEX STORM MHRIM=1014.55EX INTAKERIM=1017.52FL(E)=1014.39FL9W)=1014.22BOTTOM=1013.65EX INTAKERIM=1018.78FL(E)=1015.98FL(W)=1015.88BOTTOM=1015.23DEX STORM MHRIM=1018.92DEX STORM MHRIM=1020.31DEX STORM MHRIM=1020.28XXXXXXXXXEX SLIDING GATEEX 4' CHAINLINKFENCEST8"EX STORM MHNOT FIELD LOCATEDDX
XXX X1020F/O F/O F/O
F/OF/OSE LA GRANT PKWY
SE ESKER RIDGE DR10' P.U.E. BOOK 2013 PAGE 21296
DETENTION EASEMENT BOOK 2013 PAGE 21298
DETENTION EASEMENT BOOK 2013 PAGE 21298WWW WWWWWWWWWWWWW
W W W W
W W W W
W W W W
W W W W
W W W W
W W W W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W
EX FORCEMAIN18"
18"
1
5
"24"10' P.U.E. BOOK 2013 PAGE 21296XSAWCUT & REMOVE EXSIDEWALK TO NEAREST JOINT& REMOVE EX FENCE IN MOWSTRIP TO NEAREST POSTREMOVE EX FENCE IN MOWSTRIP TO NEAREST POSTSAWCUT & REMOVE EXSIDEWALK TO NEAREST JOINTSAWCUT & REMOVE EXSIDEWALK TO NEAREST JOINTSAWCUT & REMOVE EXSIDEWALK TO NEAREST JOINTREMOVE EX 2" SUBDRAINSREMOVE EX 2" SUBDRAINSFIELD VERIFY & REMOVE EX2" SUBDRAINS IF PRESENTREMOVEREMOVE EX IRRIGATIONCONTROL VALVES, TYPREMOVE EXLANDSCAPING BEDPROTECT EX TREEREMOVE & SALVAGE EXNETTING & POLES FORREINSTALLATIONREMOVE & SALVAGE EXNETTING & POLES FORREINSTALLATIONREMOVE & SALVAGE EXNETTING & POLES FORREINSTALLATIONAPPROX LOCATION OF EXIRRIGATION LINES & SPRINKLERHEADS. OWNER TO REMOVEPRIOR TO CONSTRUCTIONAPPROX LOCATION OFEX IRRIGATION LINES& SPRINKLER HEADS.OWNER TO REMOVEPRIOR TOCONSTRUCTIONAPPROX LOCATION OFEX IRRIGATION LINES& SPRINKLER HEADS.OWNER TO REMOVEPRIOR TOCONSTRUCTIONAPPROX LOCATION OF EX IRRIGATIONLINES & SPRINKLER HEADS.CONTRACTOR TO PROTECT IN PLACE,REPAIR IF DAMAGEDAPPROX LOCATION OF EX IRRIGATIONLINES & SPRINKLER HEADS.CONTRACTOR TO PROTECT IN PLACE,REPAIR IF DAMAGEDAPPROX LOCATION OF EX IRRIGATIONFEEDER LINE. CONTRACTOR TOPROTECT IN PLACE, REPAIR IF DAMAGEDAPPROX LOCATION OF EX IRRIGATIONFEEDER LINE. CONTRACTOR TOPROTECT IN PLACE, REPAIR IF DAMAGEDREMOVE EX SHRUBS ASNEEDED FOR SANITARYCONNECTIONPROTECT EXTREESPROTECT EX INTAKE(REF UTILITY PLAN FORRIM ADJUSTMENT)PROTECT EX INTAKE(REF UTILITY PLAN FORRIM ADJUSTMENT)SAWCUT & REMOVE EXPAVEMENT TO NEAREST JOINTPROTECT EX TRACK CURBINGDEMO NOTES:1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITHORANGE 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
IMPROVEMENTS TO
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018K0111/17/20 - 1ST CITY SET12/01/20 - 2ND CITY SET12/28/20 - 3RD CITY SETGRAPHIC SCALE040204080L:\LAND PROJECTS 2020\200102\DWG\C1 DEMO.DWG12/28/2020 3:38:03 PM
DEMO SHEETC-102
201030405040302010201030405040302010W2"W2"W2"W2"W2"W2"W6"W6"W6"W6"FIELD #3ST8"ST8"
ST
8"
ST
8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"SCONCESSIONS BUILDINGFF=1029.05HYD5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALKR20'R
2
8
.
5
'R35'R40'R3'
R
1
0
'
R
1
5
'R25'R30'R50'R5'R5'R58'
8'
0.5'
5'8'5'5'5' WIDE GATE5' WIDE GATE8' TALL BLACK VINYL CHAINLINK FENCE IN 12" WIDE MOWSTRIP (SEE DETAIL 7/C-601)8' TALL BLACK VINYLCHAIN LINK FENCE IN 12"WIDE MOW STRIP (SEEDETAIL 7/C-601)8' TALL BLACK VINYL CHAINLINK FENCE IN 12" WIDE MOWSTRIP (SEE DETAIL 7/C-601)INSTALL 8' TALL BLACKVINYL CHAIN LINK FENCE6" INTO CONCRETE WALK(SEE DETAIL 6/C-601)6" PCC AMBULANCETURN AROUND18'25'ARTIFICIAL TURF WITH AGAINST EXBEAM CURB (SEE DETAIL 1/C-601)6" PCC WALK8' TALL BLACK VINYL CHAINLINK FENCE IN 12" WIDE MOWSTRIP (SEE DETAIL 7/C-601)8'5'8'REINSTALL EX SIGN IFDAMAGED DURINGCONSTRUCTIONREMOVE & REPLACE EXCURB & GUTTER IF DAMAGEDDURING CONSTRUCTIONINSTALL GOALPOST(SEE DETAIL 13/C-601)EX CONCRETE CURBEX CONCRETE CURBEX CONCRETE CURBINSTALL 8' TALL BLACKVINYL CHAIN LINK FENCE6" INTO CONCRETE WALK(SEE DETAIL 6/C-601)5" PCC WALKR10'ST8"ST8"ST8"DINSTALL GOALPOST(SEE DETAIL 13/C-601)26.67'1.33'46.33'34.
0
0
'36.33'1.33'36.66'36.
6
7
'INSTALL 4' TALL BLACKVINYL CHAIN LINK FENCEIN SIDEWALK TO MATCHEXISTING(SEE DETAIL 6/C-601)12' WIDE GATESTRUCTURAL STOOP, TYP(SEE DETAIL 15/C-601 FORTRANSITION)XXXXXXXXXXXXXXEX 4' CHAINLINKFENCEEX 4' CHAINLINKFENCEEX GATEEX GATEEX 8' CHAINLINKFENCEEX SHOT PUT ANDDISCUSS PADSEX CONCRETEEX CONCRETE WALKEX ASPHALT TRACKST
15"
ST
15"
ST
15"
ST15"ST15"
ST
15"
ST
15"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST15"ST15"ST15"ST15"ST8"ST8"ST8"ST8"ELEC5" PINE5" PINE3" PINE5" PINE4" PINE4" PINE4" PINE3" PINE3" PINE3" PINEDDDDDDDD3" TREE3" TREE3" TREE3" TREE3" TREE3" TREE3" TREE3" TREEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXST15"ST15"ST8"ST8"ST8"ST8"ST8"12"ST12"ST12"ST6"ST12"ST12"ST12"ST12"ST12"S
T
1
2
"
ST
12"
ST
12"ST18"ST18"ST18"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
U/E U/E
GGGG G G G G G G G
10' ELECTRIC
EASEMENT
(BOOK 2013 PAGE 21301)W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"
W
W
W
W
W
W
W
1"W1"W1"W1"W 1"W2"W2"EX 6' CHAINLINK FENCEGGGGGGGGGGGGGGGST12"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST6"ST6"ST6"ST6"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST6"ST6"ST6"
S
T
6
"STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS
T
S
T
ST
ST ST
ST
ST STST6"ST6"ST6"ST6"ST6"EX LONG JUMPEX 4' CHAINLINKFENCEEX CONCRETE WALKEX GATEEX CONCRETE WALKEX GATEWVWVS
T
1
8
"
S
T
1
8
"
S
T
1
8
"X2" TREE2" TREE2" TREE2" TREE2" TREEST8"ST8"CP #9303CP #9300CP #9301U/EU/EU/EU/EU/EU/EU/EU/EU/EU/E15"ST 15"ST8"DXXXXXXXXXXXXEX SLIDING GATEEX 4' CHAINLINKFENCEST8"ST8"ST8"ST8"XXXXXXXXXXXXXXXXXXXXXXX
X
XXXX XXXXXX XXXX X
X
X
X
X X
XXX X X XXDETENTION EASEMENT BOOK 2013 PAGE 21298
DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:200ZHVWRZQSDUNZD\VXLWH340ZHVWGHVPRLQHVLRZD502
S5152235100I51522322ZZZIUNDHFRP
IUNDUFKLWHFWVHQJLQHHUV3501 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
IMPROVEMENTS TO
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018K0111/17/20 - 1ST CITY SET12/01/20 - 2ND CITY SET12/28/20 - 3RD CITY SET*5$3+,&6&$/(020102040L:\LAND PROJECTS 2020\200102\DWG\C2 LAYOUT.DWG12/28/2020 3:39:38 PM
C-201LAYOUT PLAN
102030405040302010102030405040302010W2"W2"W6"W6"W6"W6"W6"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST8"ST8"ST8"ST8"ST8"FIELD #1FIELD #2FIELD #4SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"SAN 6"SAN 6"SAN 6"SAN 6"SAN6"SSCONCESSIONS BUILDINGFF=1029.05R25'R30'35'29'35'29'35'29'29'35'5" PCC WALK5'5'5'x5' 5" PCC WALK5' WIDE GATE10' WIDE GATE8' BLACK VINYL CHAIN LINKFENCE IN 18" WIDE TURF EDGECURB (SEE DETAIL 4/C-601)8' BLACK VINYL CHAIN LINKFENCE IN 18" WIDE TURF EDGECURB (SEE DETAIL 4/C-601)8' BLACK VINYL CHAIN LINKFENCE IN 12" WIDE MOW STRIP(SEE DETAIL 7/C-601)8' BLACK VINYL CHAIN LINKFENCE IN 12" WIDE MOW STRIP(SEE DETAIL 7/C-601)CONNECT TO EX FENCE5' WIDE GATE5' WIDE GATE8' BLACK VINYL CHAIN LINKFENCE IN 12" WIDE MOW STRIP(SEE DETAIL 7/C-601)PROTECT EXIRRIGATION PUMP18" TURF EDGE CURB(SEE DETAIL 4/C-601)ARTIFICIAL TURF (SEEDETAIL 1/C-601)CONNECT TO EX FENCECONNECT TO EX FENCE8' BLACK VINYL CHAIN LINKFENCE IN 18" WIDE TURF EDGECURB (SEE DETAIL 7/C-601)220'280'385'265'8'390'265'6" PCC ADA RAMP & LANDINGW/ DETECTABLE WARNINGARTIFICIAL TURF(SEE DETAIL 1/C-601)ARTIFICIAL TURF(SEE DETAIL 1/C-601)18" TURF EDGE CURB(SEE DETAIL 4/C-601)18" TURF EDGE CURB(SEE DETAIL 4/C-601)9.5'24.5'
24.5'9.5'9.5'24.5'
24.5'9.5'15'27.5'
27.5'15'15'27.5'
27.5'15'SST8"D26.67'1.33'46.33'34.
0
0
'36.33'1.33'36.66'36.6
7
'
I
CVI
CVICVICV
I
CVXXST
15"
ST
15"ST15"ST15"ST8"ST8"EPEPWVHYDELECWVSEPWSOWSODDD[]ST15"ST 18"ST 18"ST15"ST15"ST18"ST12"ST15"ST8"ST8"GGGGGGST15"ST 8"ST3" TREE3" TREE5" TREE5" PINE5" PINE5" PINE3" TREE3" TREE3" TREE3" PINE3" PINE3" PINE4" TREE4" TREE4" PINE4" PINE4" PINE5" PINE3" TREE3" TREEBUSH" MAPLEBUSH" MAPLEBUSH" MAPLESSAN8"SAN 8"SAN 8"SAN 8"SAN 8"2" TREE2" TREE2" TREE2" TREE3" TREE2" TREE2" TREE2" TREE2" TREE3" TREE3" PINE3" PINE3" PINE3" PINE4" TREE4" TREE4" TREE4" TREE2" PINE2" PINE2" PINE3" TREE3" TREE2" TREE3" TREE4" PINE2" PINE2" PINE3" PINE4" TREE4" TREE3" TREE3" PINE3" PINE3" PINE3" PINE3" PINEI
CVI
CVEPEP2" TREE2" TREEDDDWVWVHYDST15"ST15"ST 15"
ST15"
ST
ST18"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"W8"W8"ST8"ST8"ST 8"ST 8"ST 8"ST8"ST8"U/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
DDDSGVF/OWVWVHYDF/OF/OGVG G G
ST 24"ST 48"ST48"ST48"SAN8"O/E O/E
U/EU/EU/E U/E
U/ECP #9303CP #9300CP #9302CP #9304I
CVI
CVI
CVI
CVI
CVI
CVI
CVI
CVDWD2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE18" TREEDI
CVI
CVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E
U/E U/E U/E U/E U/EU/EU/EU/EU/EXX X X X X X X XX X X X XST12"ST 10"ST 10"ST 8"ST 8"ST 8"ST 8"ST8"ST8"ST8"ST15"ST8"ST8"ST8"ST8"ST18"S
T
1
8
"
ST 15"ST 15"ST 15"ST 15"ST 15"ST8"ST8"SAN 8"W8"ST 15"ST 15"ST 15"O/EST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"DDDDDDXXXXXXST8"X
XF/O F/O F/O
F/OF/OSE LA GRANT PKWY
SE ESKER RIDGE DRDETENTION EASEMENT BOOK 2013 PAGE 21298
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W
10' P.U.E. BOOK 2013 PAGE 21296DRAWING 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
IMPROVEMENTS TO
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018K0111/17/20 - 1ST CITY SET12/01/20 - 2ND CITY SET12/28/20 - 3RD CITY SETGRAPHIC SCALE040204080L:\LAND PROJECTS 2020\200102\DWG\C2 LAYOUT.DWG12/28/2020 3:39:55 PM
C-202LAYOUT PLAN
201030405040302010201030405040302010W2"W2"W2"W2"W2"W2"W6"W6"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"FIELD #3ST8"
ST
8"
ST
8"
ST
8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"SCONCESSIONS BUILDINGFF=1029.05101710171027102810201021101710181021102810
2
5
10231
0
2
4
1
0
2
6 10271
0
2
8
HYD 10291028.761028.761028.531028.531029.001018.001018.001016.071015.701015.941017.361029.051028.991028.961028.84E/W1028.92E/W1029.051028.91EX1028.901029.051028.981029.051029.051029.051028.821028.73EX1028.691029.051028.981028.981029.051028.77EX1028.89EX1028.71EX1028.54E/W1028.60E/W1029.051028.70E/W1028.78EX1028.981028.85EX0.3%1.7
%
1.4
%
0.5
%
1.8
%1.5%0.4
%1.4%1.4%1.8%0.5%0.5
%1.4%2.4%0.5
%1028.58EX1028.76EX1028.87EX1028.771028.771028.951019.001019.651019.21E/W1019.31E/W1020.04E/W1021.36E/W1021.31E/W1021.43E/W1021.38E/W1021.67E/W1021.72E/W1021.79E/W1021.74E/W1022.01E/W1021.94E/W1022.48E/W1022.41E/W1020.11E/W1019.39E/W1019.46E/W1019.34E/W1019.20E/W1022.06E/W1022.11E/W1025.13E/W1025.00E/W1024.95E/W1025.07E/W1025.00T/S1024.88T/S1019.50B/S1019.38B/S1026.00E/W1026.12E/W1021.93E/W1021.93E/W1021.93E/W1022.001022.001022.001028.89EX1022.001018.000.5
%
0.5
%
0.5
%
0.5
%
0.5
%
0.5
%1029.27EX1028.45EX1028.44EX1029.001029.001028.531028.531028.531028.531028.46EX1028.46EX1028.51EX1028.46EX1028.43EX1028.43EX1028.29EX1028.48EX1028.46EX0.6%0.6%1022.673:1
3.0%2.0%2.1%2.5%2.3%2.0%1028.551028.551023.12E/W1023.19E/W1023.26E/W1023.24E/W1023.00E/W1023.12E/W1023.41E/W1023.53E/W1023.96EX1024.08EX1.0%1.5
%4.5%4.5%1.5
%4.5%3.2%1.0%1.5%1.5%1.1%3.8%3.7%1.0%2.5%3.7%1.4%
1.4%1.0%1.0%1.0%1.0%1.4%1.0%2.5%2.5%
1.
7%
1.
7%1.4%1.0%1.
5
%1.0%1
.
5%0.3%0.9%0.8%1.5%1.6%
1.6%2.1%
1.4%2.5%1.4%1.0%1.8%
1.5%0.0%0.0%1.4%
1.4%2.2%2.2%1.4%2.8%2.4%1.5%1.0%1.0%1.0%1.
0
%1.5%1.2%0.9%
0.9%1.5%1.2%1.5%1.2%1.4%2.0%2.2%1028.96100-YR PONDING &OVERTOPPING ELEV=1028.87100-YR PONDINGELEV=1028.87100-YR PONDINGELEV=1028.841019.18EX100-YR PONDINGELEV=1019.261028.801028.87EX1028.971028.801028.981028.771028.94EXOVERTOPPING1028.97EX1028.93EXOVERTOPPING1017.75OVERTOPPING1019.26ST8"ST8"ST8"DCONTRACTOR SHALL INCORPORATECEMENT INTO THE TOP 12" OFCOMPACTED SUBGRADE BELOW THEARTIFICIAL TURF (SEE SOILS REPORTFOR ADDITIONAL INFORMATION)1029.051029.051029.051029.051028.661028.981028.981028.981028.98E/W1028.94EXOVERTOPPING1028.94EX0.4%0.8%1.5
%
1.1
%
1.7
%
0.6
%
1.9
%
0.5
%2.0%0.3%1.4%1.4%1.4%0.5%1.5%1.0%1.0%1.0%1.4
%
0.4
%
2.2
%XXXXXXXXXXXXXX1029
10281027
1
0
2
51024 102810271025ST
15"
ST
15"
ST
15"
ST
15"
ST
15"
ST
15"
ST
15"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST15"ST15"ST15"ST15"ST8"ST8"ST8"ST8"ELECDDDDDDDDDXXXXXXXXXXXXXXXXXXXXXXXXXXXXXST12"ST15"ST15"ST8"ST8"ST8"ST8"ST8"ST12"ST12"ST6"ST12"ST12"ST12"ST12"ST12"S
T
1
2
"
ST
12"
ST
12"ST18"ST18"ST18"1029102610271028 102510251029102510261027102810301029102810271026U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
U/
E
GGG G G G G G G G
10' ELECTRIC
EASEMENT
(BOOK 2013 PAGE 21301)W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"
W
W
W
W
W
W
W
1"W1"W1"W1"W 1"W
2"
W
2"
ST 8"ST 8"GGGGGGGGGGGGGGST12"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST6"ST6"ST6"ST6"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST6"ST6"ST6"S
T
6
"STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
S
T
ST
ST ST
ST
ST STST6"ST6"ST6"ST6"ST6"WVWVS
T
1
8
"1030102810291030X
ST8"1024
10251026102710221022CP #9303CP #9300U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EST 15"ST 15"ST8"101710181020102310211017DDXXXXXXXXXXXXST8"ST8"ST8"ST8"XXXXXXXXXXXXXXXXXXXXXXX
X
XXXX XXXXXX XXXX
X
X
X
X
X
X
XXX X X X X XX1020TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALLDISTURBED AREAS.2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALLGREEN (NON PAVED) AREAS. IMPORT TOPSOIL ASNECESSARY TO ACHIEVE A MINIMUM DEPTH OF 8".3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRISLARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLEOF SUSTAINING VIGOROUS PLANT GROWTH, FROM WELLDRAINED SITE FREE FROM FLOODING, NOT IN FROZEN ORMUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL,CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGERTHAN 3/4 INCH IN DIAMETER, AND FOREIGN MATTER; ACIDITYRANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4 PERCENTAND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALLTOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2ARE MET.DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:200ZHVWRZQSDUNZD\VXLWH340ZHVWGHVPRLQHVLRZD502
S5152235100I51522322ZZZIUNDHFRP
IUNDUFKLWHFWVHQJLQHHUV3501 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
IMPROVEMENTS TO
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018K0111/17/20 - 1ST CITY SET12/01/20 - 2ND CITY SET12/28/20 - 3RD CITY SET*5$3+,&6&$/(020102040GRADING LEGEND:EXISTING CONTOURPROPOSED CONTOURFINISHED GROUND ELEVATIONTOP OF CURB ELEVATIONGUTTER ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONEDGE OF WALK ELEVATIONTOP OF STAIR ELEVATIONBOTTOM OF STAIR ELEVATIONNOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHEDGROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.150.50E/W150.50B/W150.50T/W150.50G150.50T/C150.50150150150.50T/S150.50B/SL:\LAND PROJECTS 2020\200102\DWG\C3 GRADING.DWG12/28/2020 3:41:30 PM
C-301GRADING SHEET
102030405040302010102030405040302010W2"W2"W6"W6"W6"W6"W6"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST8"ST8"ST8"ST8"ST8"FIELD #1FIELD #2FIELD #4SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"SAN 6"SAN 6"SAN 6"SAN 6"SAN6"SSCONCESSIONS BUILDINGFF=1029.051020
1019
1021
1022
10101009 101010151011101210131014
1016
10171018101710171027102810211020102110201021101710181021102810
2
5
10231
0
2
4
1
0
2
6
1
0
2
7
1
0
2
810171017101710171015
10171018HYD10291.5%1.5%1.5%1%
1%
5.4%
5.4%0.2%
1
.
6%1022.661022.661022.661022.001022.001022.001022.001008.201010.401010.401008.201018.001018.661018.001018.661018.001018.001018.001018.661016.071015.70OVERTOPPING1017.451015.941010.401008.201008.801008.981009.061010.621010.201017.851016.011017.521017.731016.001017.531017.751016.021017.441018.37E/W1018.30E/W1016.381019.121019.601020.351022.001022.001021.931022.001021.931018.86E/W1018.93E/W1018.001018.20E/W1018.27E/W1017.22E/W1017.15E/W1017.14EX1017.13EX0.5%
0.5%0.5%
0.5%
0.5%
0.5%
0.5%
0.5%1.0%1.0%1.0%1.0%4:14:18:18:13:1
2.0%2.2%2.0%2.4%2.4%3.0%2.0%2.0%2.0%2.0%2.0%2.0%2.1%2.5%2.3%2.0%1022.63EX1022.69EX2.2%1019.18EX1019.00EXOVERTOPPING1017.58OVERTOPPING1017.75OVERTOPPING1009.96OVERTOPPING1010.08OVERTOPPING1010.201007.94EX1006.97EXOVERTOPPING1007.84EX1004.84EX1004.82EX1004.80EXOVERTOPPING1005.90EXOVERTOPPING1005.85EXOVERTOPPING1005.64EXOVERTOPPING1016.75OVERTOPPING1016.90OVERTOPPING1016.75OVERTOPPING1021.27EXOVERTOPPING1020.81EX1021.18EX1021.15EXOVERTOPPING1021.99OVERTOPPING1019.20EXOVERTOPPING1016.91EXOVERTOPPING1022.00S1019.15EX1019.36EX1019.191019.341019.691019.841019.79EX1019.94EX100-YR PONDINGELEV=1016.54100-YR PONDINGELEV=1015.92100-YR PONDINGELEV=1016.15100-YR PONDINGELEV=1009.06100-YR PONDINGELEV=1008.88100-YR PONDINGELEV=1008.02100-YR PONDINGELEV=1007.09100-YR PONDINGELEV=1004.89100-YR PONDINGELEV=1004.85100-YR PONDINGELEV=1004.85100-YR PONDINGELEV=1016.10100-YR PONDINGELEV=1016.08100-YR PONDINGELEV=1016.06100-YR PONDINGELEV=1009.14100-YR PONDINGELEV=1019.65100-YR PONDINGELEV=1019.26100-YR PONDINGELEV=1021.20100-YR PONDINGELEV=1021.23100-YR PONDINGELEV=1019.11100-YR PONDINGELEV=1016.54ST8"DCONTRACTOR SHALL INCORPORATECEMENT INTO THE TOP 12" OFCOMPACTED SUBGRADE BELOW THEARTIFICIAL TURF (SEE SOILS REPORTFOR ADDITIONAL INFORMATION)CONTRACTOR SHALL INCORPORATECEMENT INTO THE TOP 12" OFCOMPACTED SUBGRADE BELOW THEARTIFICIAL TURF (SEE SOILS REPORTFOR ADDITIONAL INFORMATION)CONTRACTOR SHALL INCORPORATECEMENT INTO THE TOP 12" OFCOMPACTED SUBGRADE BELOW THEARTIFICIAL TURF (SEE SOILS REPORTFOR ADDITIONAL INFORMATION)1.4%1.4%1.4%1.4%2.
5%
0.5%0.5%0.4%1.1
%
1.7
%
0.6
%
1.9
%
0.5
%2.0%0.3%1.4%1.4%1.4%0.5%1.5%1.0%1.0%1.0%1.4
%
0.4
%
2.2
%
I
CVI
CVICVICV
I
CVXX1
0
2
51024 10281025
10271025ST
15"
ST
15"ST15"ST15"ST8"ST8"EPEPWVHYDELECWVSEPWSOWSODDD[]ST15"ST 18"ST 18"ST15"ST15"ST18"ST12"ST15"ST8"ST8"101810171016101510141013101210111010100910259951000 1005 101099699799899910011002100310041006100710081009 1011 1012 101310111010100510009951000100010021002
GGGGGGST15"ST 8"ST6"STSTSSAN8"SAN 8"SAN 8"SAN 8"SAN 8"
I
CVI
CVEPEPDDDWVWVHYDST15"ST15"ST 15"
ST
15"
ST 30"ST18"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"W8"W8"ST8"ST8"ST 8"ST 8"ST 8"ST8"ST8"U/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
1
0
1
6
1018
1
0
2
0102110221022102
2
1
0
2
1
1020 1023102
01020102210221022102210
2
2
1023
1022
1023
1022
1022
DDDSGVF/OWVWVHYDF/OF/OGV10181019
1017101
8
G G G
ST 24"ST 48"ST48"ST48"SANO/E O/E
U/EU/EU/E U/E
U/ECP #9303CP #9300CP #9302CP #9304I
CVI
CVI
CVI
CVI
CVI
CVI
CVI
CVDWDI
CVI
CVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E
U/E U/E U/E U/E U/EU/EU/EU/EU/EXX X X X X X X XX X X X XST12"ST 10"ST 10"ST 8"ST 8"ST 8"ST 8"ST8"ST8"ST8"ST15"ST8"ST8"ST8"ST8"S
T
1
8
"
ST 15"ST 15"ST 15"ST 15"ST 15"ST8"ST8"W8"ST 15"ST 15"ST 15"100810091019101910221023102210211020
1019 10181017
1016
101
5 10141013 101210111010
1017101810201023102110171017
1016
101410121010
102010191017101810171016
10201020 1021
1022
1
0
1
9
102
01022101810131014 101
4
1015101510
1
31010 10111008100910071004 1009
1014EX BUILDINGEX BUILDINGO/EST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"DST8"ST8"ST8"DDDDDDXXXXXXST8"DX
XXX1020
F/O F/O F/O
F/OF/OSE LA GRANT PKWY
SE ESKER RIDGE DR10' P.U.E. BOOK 2013 PAGE 21296
DETENTION EASEMENT BOOK 2013 PAGE 21298
DETENTION EASEMENT BOOK 2013 PAGE 21298
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W
10' P.U.E. BOOK 2013 PAGE 21296DRAWING 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
IMPROVEMENTS TO
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018K0111/17/20 - 1ST CITY SET12/01/20 - 2ND CITY SET12/28/20 - 3RD CITY SETGRAPHIC SCALE040204080L:\LAND PROJECTS 2020\200102\DWG\C3 GRADING.DWG12/28/2020 3:41:50 PM
C-302GRADING SHEET
201030405040302010201030405040302010W2"W2"W2"W6"W6"W6"W6"FIELD #3ST8"ST8"
ST
8"
ST
8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"SAN6"CONCESSIONS BUILDINGFF=1029.05HYD8"x8" TEEFL = 1023.258"x8" TEEFL = 1023.95355LF 8" SLOTTEDN-12 @ S=0.40%200LF 8" SLOTTEDN-12 @ S=0.40%21LF 8" SLOTTEDN-12 @ S=1.00%176LF 8" SLOTTEDN-12 @ S=0.40%47LF 8" SLOTTEDN-12 @ S=0.50%47LF 8" SLOTTEDN-12 @ S=0.30%CAP ENDFL = 1024.65CAP ENDFL = 1023.468" 90° BENDFL = 1024.678" 90° ELBOWFL = 1024.75CONNECT TO EX MANHOLEFL(S) = 1023.0050LF 8" SLOTTEDN-12 @ S=0.50%CONNECT TO EX MANHOLEFL(S) = 1023.7050LF 8" SLOTTEDN-12 @ S=0.50%HIGH POINTFL = 1024.90*CRITICAL CROSSING*FIELD VERIFY EX WATER LOCATION & ELEVATIONREMOVE & REPLACE IN KIND AS NECESSARY TOMAINTAIN 18" MINIMUM CLEARANCE*CRITICAL CROSSING*FIELD VERIFY EX WATER LOCATION & ELEVATIONREMOVE & REPLACE IN KIND AS NECESSARY TOMAINTAIN 18" MINIMUM CLEARANCEINSTALL HANDBOX COVEROVER EX MANHOLE(SEE DETAIL 2/C-601)INSTALL RECESSED TURFCOVER OVER EX MANHOLE(SEE DETAIL 211/C-601)INSTALL HANDBOX COVEROVER EX MANHOLE(SEE DETAIL 2/C-601)INSTALL HANDBOX COVEROVER EX MANHOLE(SEE DETAIL 2/C-601)INSTALL HANDBOX COVEROVER EX MANHOLE(SEE DETAIL 2/C-601)INSTALL HANDBOX COVEROVER EX MANHOLE(SEE DETAIL 2/C-601)ST8"ST8"ST8"DINSTALL TURF HANDBOXOVER EX QUICK CONNECT(SEE DETAIL 2/C-601)INSTALL RECESSED TURFCOVER OVER EX MANHOLE(SEE DETAIL 211/C-601)INSTALL TURF HANDBOXOVER EX QUICK CONNECT(SEE DETAIL 2/C-601)INSTALL TURF HANDBOXOVER EX ELEC STUB(SEE DETAIL 2/C-601)XXXXXXXXXXXXXXEX LOCATIONPER CITY OFWAUKEE MAPST
15"
ST
15"
ST
15"
ST
15"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ELECDEX STORM MHRIM=1028.27DEX STORM MHRIM=1028.35FL(W)=1026.20FL(S)=1025.25DEX STORM MHRIM=1028.35FL(S)=1026.10FL(W)=1024.45FL(E)=1024.35DEX STORM MHRIM=1028.28FL(SW)=1024.78FL(E)=1023.48FL(W)=1023.43FL(S)=1023.28DEX STORM MHRIM=1028.21FL(S)=1026.01FL(E)=1024.36FL(W)=1024.16DEX STORM MHRIM=1028.42DEX STORM MHRIM=1028.31FL(NE)=1026.01FL(E)=1024.46FL(W)=1022.61FL(N)=1022.41DEX STORM MHRIM=1028.27EX INTAKET/C=1032.26FL(NE)=1025.23FL(W)=1024.94FL(NW)=1024.83FL(SE)=1024.73EX INTAKERIM=1028.37FL(E)=1025.56EX INTAKERIM=1023.80FL(S)=1020.11FL(W)=1019.74FL(E)=1019.72XXXXXXXXXXXXXXXXXXXXXXXXXXXXST12"ST12"ST6"ST12"ST12"ST12"ST12"ST12"S
T
1
2
"
ST
12"
ST
12"ST18"ST18"ST18"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E
GG G G G G G G G
10' ELECTRIC
EASEMENT
(BOOK 2013 PAGE 21301)W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"
W
W
W
W
W
W
W
1"W1"W1"W1"W 1"W2"W2"GGGGGGGGGGGGGGST12"ST12"ST12"ST12"ST12"ST12"ST12"ST12"ST6"ST6"ST6"ST6"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST6"ST6"ST6"
S
T
6
"STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS
T
S
T
ST
ST ST
ST
ST STST6"ST6"ST6"ST6"ST6"WVWVEX INTAKET/C=1028.78FL(W)=1019.17FL(NE)=1019.17S
T
1
8
"
S
T
1
8
"
S
T
1
8
"XEX INTAKERIM=1028.88FL(NW)=1024.71BOTTOM=1024.16EX INTAKERIM=1028.96FL(SE)=1024.05FL(NW)=1024.00BOTTOM=1023.46EX INTAKERIM=1028.89FL(SE)=1023.38FL(SW)=1023.34BOTTOM=1022.77DEX STORM MHRIM=1027.41FL(NE)=1021.22FL(N,S)=1018.85±ST8"ST8"ST8"ST8"XXXXXXXXXXXXXXXXXXXXXXX
X
XXXX XXXXXX XXXX X
X
X
X
X X
XXX X XXDETENTION EASEMENT BOOK 2013 PAGE 21298 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.8.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE.PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS.DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:200ZHVWRZQSDUNZD\VXLWH340ZHVWGHVPRLQHVLRZD502
S5152235100I51522322ZZZIUNDHFRP
IUNDUFKLWHFWVHQJLQHHUV3501 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
IMPROVEMENTS TO
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018K0111/17/20 - 1ST CITY SET12/01/20 - 2ND CITY SET12/28/20 - 3RD CITY SET*5$3+,&6&$/(020102040L:\LAND PROJECTS 2020\200102\DWG\C4 UTILITY.DWG12/28/2020 3:43:23 PM
C-401UTILITY SHEET
102030405040302010102030405040302010W2"W2"W6"W6"W6"W6"W6"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST8"ST8"ST8"ST8"ST8"FIELD #1FIELD #2FIELD #4SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"SAN 6"SAN 6"SAN 6"SAN 6"SAN6"SSCONCESSIONS BUILDINGFF=1029.05HYD
RELOCATE EXELECTRIC LINE(REF ELEC)INV = 1023.25(REF PLUMB)SW-301 MANHOLERIM = 1021.25FL(NW) = 1015.05FL(E) = 1014.80228LF 6" SANITARY@ S=3.60%228LF 6" SANITARY@ S=2.00%DIRECTIONAL BORE132LF 6" SANITARY@ S=1.00%SW-301 MANHOLERIM = 1021.25FL(W) = 1010.25FL(S) = 1010.00CORE DRILL CONNECTIONTO EX MANHOLEFL(NW)=1005.73*CRITICAL CROSSING*BOTTOM STORM = 1018.80TOP SANITARY = 1010.4075LF DIRECTIONAL BORE6"x2" REDUCER& 2" 22.5° BEND2" 45° BEND*CRITICAL CROSSING*BOTTOM STORM = 1014.75±TOP WATER = 1013.15*CRITICAL CROSSING*BOTTOM STORM = 1015.05±TOP WATER = 1013.45CONNECT TO EX WATERMAIN W/ 8"x6" TS&VHYDRANT ASSEMBLYW/ TS&V CONNECTION341LF 6" WATER(INCL BORE)212LF 2" WATERCAP ENDFL = 1019.40FIELD VERIFY &CONNECT TO EX STUBFL=1017.80±FIELD VERIFY &CONNECT TO EX STUBFL=1017.51±FIELD VERIFY &CONNECT TO EX STUBFL=1016.81±FIELD VERIFY &CONNECT TO EX STUBFL=1015.84±407LF 8" SLOTTEDN-12 @ S=0.80%405LF 8" SLOTTEDN-12 @ S=0.64%397LF 8" SLOTTEDN-12 @ S=0.40%399LF 8" SLOTTEDN-12 @ S=0.40%CAP ENDFL = 1019.10CAP ENDFL = 1019.40CAP ENDFL = 1019.106" 45° BENDADJUST EX MANHOLE RIMELEVATION TO 1020.40ADJUST EX MANHOLE RIMELEVATION TO 1018.92ADJUST EX MANHOLE RIMELEVATION TO 1019.12PROTECT EX MANHOLEADJUST EX INTAKE RIMELEVATION TO 1022.67 &INSTALL SOLID LID24" NYLOPLAST BASINW/ FLAT GRATERIM = 1019.00FL(N,S) = 1013.49EXCONNECT TO EX INTAKEFL(N) = 1006.00CAP ENDFL = 1015.05CAP ENDFL = 1015.35CAP ENDFL = 1015.35CAP ENDFL = 1015.05RELOCATE EXELECTRIC LINE(REF ELEC)INSTALL 8"x8" TEEFL=1005.70± EXVERTICAL BENDFL=1013.51385LF 8" SLOTTEDN-12 @ S=0.40%42LF 8" SLOTTEDN-12 @ S=18.50%42LF 8" SLOTTEDN-12 @ S=17.60%8" 90° BENDFL=1006.4221LF 8" SLOTTEDN-12 @ S=2.00%385LF 8" SLOTTEDN-12 @ S=0.40%385LF 8" SLOTTEDN-12 @ S=0.40%385LF 8" SLOTTEDN-12 @ S=0.40%VERTICAL BENDFL=1013.81VERTICAL BENDFL=1013.81VERTICAL BENDFL=1013.5142LF 8" SLOTTEDN-12 @ S=18.40%42LF 8" SLOTTEDN-12 @ S=19.00%INSTALL 8"x8" TEEFL=1006.07± EXINSTALL 8"x8" TEEFL=1005.55± EXHIGH POINTFL=1006.87HIGH POINTFL=1006.32HIGH POINTFL=1005.77HIGH POINTFL=1005.22149LF 8" SLOTTEDN-12 @ S=1.15%149LF 8" SLOTTEDN-12 @ S=1.60%149LF 8" SLOTTEDN-12 @ S=2.00%149LF 8" SLOTTEDN-12 @ S=2.50%151LF 8" SLOTTEDN-12 @ S=0.80%151LF 8" SLOTTEDN-12 @ S=0.90%151LF 8" SLOTTEDN-12 @ S=1.50%151LF 8" SLOTTEDN-12 @ S=1.20%INSTALL 8"x8" TEEFL=1001.53± EXINSTALL 8"x8" TEEFL=1002.74± EXINSTALL 8"x8" TEEFL=1003.95± EXINSTALL 8"x8" TEEFL=1005.15± EX8" INSERTA-TEEFL(S)=1003.41CONNECT TO EX INTAKEFL(S) = 1003.508" INSERTA-TEEFL(S)=1004.918" INSERTA-TEEFL(S)=1005.67APPROX LOCATION OF EXIRRIGATION FEEDER LINE.CONTRACTOR TOPROTECT IN PLACE &REPLACE IF DAMAGEDAPPROX LOCATION OF EXIRRIGATION FEEDER LINE.CONTRACTOR TO PROTECT INPLACE & REPLACE IF DAMAGED*CRITICAL CROSSING*BOTTOM SAN = 1016.50TOP STORM = 1015.00±285LF 6" SANITARY@ S=1.00%SSW-301 MANHOLERIM = 1021.25FL(N) = 1007.15FL(SE) = 1007.05*CRITICAL CROSSING*BOTTOM STORM = 1019.10TOP SANITARY = 1009.80*CRITICAL CROSSING*BOTTOM STORM = 1019.10TOP SANITARY = 1008.50*CRITICAL CROSSING*BOTTOM STORM = 1018.80TOP SANITARY = 1007.95*CRITICAL CROSSING*BOTTOM STORM = 1014.10TOP SANITARY = 1007.50APPROX LOCATION OF EXIRRIGATION LINES.CONTRACTOR TO PROTECT INPLACE & REPLACE IF DAMAGEDRELOCATE EXHANDHOLE(REF ELEC)RELOCATE EXHANDHOLE , TYP(REF ELEC)RELOCATE EXHANDHOLE , TYP(REF ELEC)ST8"DINSTALL 24" NYLOPLASTBASIN W/ FLAT LIDOVER EX LINERIM = 1026.00FL(E) = 1018.25FL(N,S) = 1016.96± EXVERIFY IF ELECTRIC LINE ISIN CONFLICT WITH FENCE &RELOCATE AS NECESSARY(REF ELEC)100LF 8" N-12 @ S=5.00%FL = 1023.25(REF PLUMB)I
CVI
CVICVICVICV
XXXEX LOCATIONPER CITY OFWAUKEE MAPST
15"
ST
15"
ST
15"ST15"ST15"ST8"ST8"EPEPWVHYDELECWVSEX SAN MHRIM=1019.97INV(S)=1010.02INV(N)=1009.97EPW
SOWSOEX 18" CPP FESFL=994.65DEX STORM MHRIM=1003.18FL(N)=993.98FL(E)=993.93FL(SW)=993.88BOTTOM=993.65EX INTAKERIM=1004.80FL(N)=1000.12FL(S)=1000.00IE=999.50EX INTAKERIM=1004.82FL(N)=1000.52FL(S)=1000.47IE=1000.02EX INTAKERIM=1004.84FL(N)=1001.16FL(S)=1001.04IE=1000.50DEX STORM MHRIM=1008.36FL(E)=1002.00FL(S)=1001.78IE=1001.18EX INTAKERIM=1006.96FL(E)=1002.96FL(W)=1002.78IE=1002.21EX INTAKERIM=1007.94FL(E)=1004.36FL(W)=1004.29IE=1003.77DEX STORM MHRIM=1010.50FL(N)=1006.60FL(S)=1005.60FL(E)=1005.29FL(W)=1005.20IE=1004.93EX INTAKERIM=1016.90FL(S)=1008.47IE=1008.00EX INTAKERIM=1016.07FL(E)=1009.72FL(W)=1009.57IE=1009.09EX INTAKERIM=1015.70FL(E)=1012.15FL(NE)=1012.10FL(W)=1011.90IE=1011.30EX INTAKERIM=1015.94FL(W)=1012.57FL(E)=1012.44IE=1011.96DFL(S)=1026.01FL(E)=1024.36FL(W)=1024.16[][]ST15"ST 18"ST 18"ST15"ST15"ST18"ST12"ST15"ST8"ST8"GGGGGG GST15"ST 8"EX STORM MHNOT FIELD LOCATEDST6"ST6"STSTS
T
SEX SAN MHRIM=1022.74INV(S)=1004.98INV(E)=1004.88SAN8"SAN 8"SAN 8"SAN 8"SAN 8"
I
CVI
CVEPEPEX INTAKERIM=1022.94FL(N)=1014.76FL(W)=1014.54BOTTOM=1013.93EX INTAKERIM=1021.18FL(N)=1015.44FL(S)=1015.38BOTTOM=1015.03EX INTAKERIM=1021.15FL(S)=1016.47BOTTOM=1015.95EX INTAKERIM=1019.50FL(W)=1015.30BOTTOM=1014.65EX INTAKERIM=1019.18FL(E)=1014.58FL(W)=BLOCKEDEX INTAKET/C=1021.89EX INTAKET/C=1020.54FL(NE)=1016.35EX 36" RCP FESFL=1015.60DEX STORM MHRIM=1020.63FL(SW)=1015.21FL(N)=1015.04FL(NW)=1015.03FL(SE)=1015.03DEX STORM MHRIM=1020.46FL(W)=1015.81FL(SW)=1015.78FL(NE)=1015.38EX INTAKET/C=1021.92FL(S)=1017.51DEX STORM MHRIM=1021.94FL(E)=1016.85WVWVHYDTBM: BURY BOLTELEV=1021.36ST15"ST15"ST 15"
ST15"
ST 30"ST18"W12"W12"W12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"W8"W8"ST8"ST8"ST 8"ST 8"ST 8"ST8"ST8"U/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
EX LOCATIONPER CITY OFWAUKEE MAPEX LOCATIONPER CITY OFWAUKEE MAPDEX STORM MHRIM=1018.93FL(W)=1013.74FL(N)=1013.69DEX STORM MHRIM=1018.51FL(S)=1010.56FL(N)=1010.41FL(E)=1010.36DEX STORM MHRIM=1016.91FL(W)=1009.31FL(S)=1003.81SEX SAN MHRIM=1016.58INV(E)=1001.73GVF/OWVWVHYDF/OF/OGVEX INTAKERIM=1028.88FL(NW)=1024.71BOTTOM=1024.16EX INTAKERIM=1028.96FL(SE)=1024.05FL(NW)=1024.00BOTTOM=1023.46G G G
ST 24"ST 48"ST48"ST48"SAN8"O/E O/E
U/EU/EU/E U/E
U/EEX LOCATIONPER MIDAMERICAN MAPI
CVI
CVI
CVEX INTAKERIM=1019.93FL(E)=1013.88FL(S)=1013.63EX INTAKERIM=1016.00FL(E)=1012.30FL(W)=1012.10EX INTAKERIM=1016.02FL(E)=1012.87FL(W)=1012.72I
CVI
CVI
CVI
CVI
CVEX INTAKERIM=1010.62FLN)=1005.67FL(E)=1005.62FL(W)=1005.27EX INTAKERIM=1009.06FL(S)=1005.76EX INTAKERIM=1008.98FL(N)=1006.48EX INTAKERIM=1008.80FL(S)=1005.60FL(N)=1005.55EX INTAKERIM=1007.61FL(N)=1003.16FL(SE)=1002.91EX INTAKERIM=1008.18FL(N)=1004.43FL(S)=1004.28EX INTAKERIM=1008.03FL(N)=1005.03FL(S)=1004.93EX INTAKERIM=1016.01FL(E)=1011.61FL(W)=1011.71EX INTAKERIM=1013.52FL(N)=1010.62FL(S)=1010.52EX INTAKERIM=1013.51FL(N)=1010.01FL(S)=1009.66DEX STORM MHRIM=1014.14FL(N / SW)=1007.79WDEX STORM MHRIM=1005.02FL(NW)=1002.07FL(S)=1001.17DEX STORM MHRIM=1013.78FL(NE)=1004.48FL(SW)=1004.18EX INTAKERIM=1006.05FL(NE)=1001.55FL(S)=1001.45EX INTAKERIM=1019.00FL(E)=1013.65FL(W)=1013.50I
CVI
CVEX INTAKERIM=1016.38FL(N)=1011.88FL(E)=1011.83FL(W)=1011.73EX INTAKERIM=1018.33FL(E)=1015.63FL(N)=1012.08FL(S)=1012.03U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E
U/E U/E U/E U/E U/EU/EU/EU/EU/EXX X X X X X X XX X X X XST12"18"ST 10"ST 10"ST 8"ST 8"ST 8"ST 8"ST8"ST8"ST8"ST15"ST8"ST8"ST8"ST8"ST18"S
T
1
8
"
ST 15"ST 15"ST 15"ST 15"ST 15"ST8"ST8"SAN 8"W8"EX IRRIGATIONPUMPST 15"ST 15"ST 15"EX BUILDINGEX BUILDINGO/EST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"DST8"ST8"ST8"FL(SE)=1023.38FL(SW)=1023.34BOTTOM=1022.77DEX STORM MHRIM=1027.41FL(NE)=1021.22FL(N,S)=1018.85±EX INTAKERIM=1018.08FL(NW)=1014.28FL(E)=1013.88DEX STORM MHRIM=1012.20DEX STORM MHRIM=1014.55EX INTAKERIM=1017.52FL(E)=1014.39FL9W)=1014.22BOTTOM=1013.65EX INTAKERIM=1018.78FL(E)=1015.98FL(W)=1015.88BOTTOM=1015.23DEX STORM MHRIM=1018.92DEX STORM MHRIM=1020.31DEX STORM MHRIM=1020.28XXXXXXST8"EX STORM MHNOT FIELD LOCATEDDX X
XXX XXXXX
F/O F/O F/O
F/OF/OSE LA GRANT PKWY
SE ESKER RIDGE DR10' P.U.E. BOOK 2013 PAGE 21296
DETENTION EASEMENT BOOK 2013 PAGE 21298
DETENTION EASEMENT BOOK 2013 PAGE 21298
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W
SAN 6"EX FORCEMAIN18"
18"
1
5
"24"10' P.U.E. BOOK 2013 PAGE 21296DRAWING 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
IMPROVEMENTS TO
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018K0111/17/20 - 1ST CITY SET12/01/20 - 2ND CITY SET12/28/20 - 3RD CITY SETGRAPHIC SCALE020102040L:\LAND PROJECTS 2020\200102\DWG\C4 UTILITY.DWG12/28/2020 3:43:40 PM
C-402UTILITY SHEET
201030405040302010201030405040302010102030405040302010102030405040302010W2"W2"W6"W6"W6"W6"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST 8"ST 8"
ST 8"ST 8"
ST 8"ST 8"
ST 8"ST 8"ST8"ST8"ST8"ST8"FIELD #1FIELD #2FIELD #4FIELD #3ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"SAN6"SAN6"SAN6"SAN6"SAN 6"SAN 6"SAN 6"SAN6"SSCONCESSIONS BUILDINGFF=1029.051020
1019
1021
1022
1010
1009
1010
1015
1011101210131014
1016
10171018101710171027102810211020102110201021101710181021102810
2
5
10231
0
2
4
1
0
2
610271
0
2
810171017101710171015
10171018HYD1029100-YR PONDING &OVERTOPPING ELEV=1028.87100-YR PONDINGELEV=1028.87100-YR PONDINGELEV=1028.84100-YR PONDINGELEV=1019.26SST8"DI
CVI
CVI
CVI
CVI
CVXXXXX1029
10281027
1
0
2
51024 1028
1025
102810271025ST
15"
ST
15"ST12"ST12"ST12"ST15"ST8"EPEPWVHYDELECWVSEPWSOWSOELECDDD5" PINE5" PINE3" PINE5" PINE4" PINE4" PINE4" PINE3" PINE3" PINE3" PINEDDDDDDDD3" TREE3" TREE3" TREE3" TREE3" TREE3" TREE3" TREE3" TREE[][][]XXXXXXXXX[][][]ST15"ST 18"ST 18"ST15"ST8"ST8"ST12"ST12"ST12"ST
12"ST18"102910331032103110301029102810271026
1026
1027
1028 10251018101710161015101410131012101110101009102510291025102610271028103010291028102710269951000 1005 101099699799899910011002100310041006100710081009 1011 1012 101310111010100510009951000100010021002
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
GGGGG G G
10' ELECTRIC
EASEMENT
(BOOK 2013 PAGE 21301)W8"W8"W8"W8"W8"W8"W8"W8"W8"
W
W
W1"W1"W
2"GGGGGGST12"ST12"ST6"ST8"ST8"ST6"STSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST ST6"ST6"WVWV3" TREE3" TREE5" TREE5" PINE5" PINE5" PINE3" TREE3" TREE3" TREE3" PINE3" PINE3" PINE4" TREE4" TREE4" PINE4" PINE4" PINE5" PINE3" TREE3" TREEBUSH" MAPLEBUSH" MAPLEBUSH" MAPLES
T
1
8
"103010281028
1027102810291030
SSAN8"SAN 8"SAN 8"SAN 8"2" TREE2" TREE2" TREE2" TREE3" TREE2" TREE2" TREE2" TREE2" TREE3" TREE3" PINE3" PINE3" PINE3" PINE4" TREE4" TREE4" TREE4" TREE2" PINE2" PINE2" PINE3" TREE3" TREE2" TREE3" TREE4" PINE2" PINE2" PINE3" PINE4" TREE4" TREE3" TREE3" PINE3" PINE3" PINE3" PINE3" PINEI
CVI
CVEPEP2" TREE2" TREEDDD3" TREE3" TREE2" TREE2" TREE2" TREE2" TREEWVWVHYDWVHYDWVDST15"STSTST 30"ST 30"ST 30"ST18"W12"W12"W12"W 12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"W8"STST8"ST 8"ST 8"ST8"U/E
U/E
U/E U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
102
7
102
5
1
0
2
2
1020101910181
0
1
7
1
0
1
6
1018
1
0
2
0102110221022102
2
1
0
2
1
1020 1023102410251026102710211022
102
1
1020
102
01020102210221022102210
2
2
1023
1022
1023
1022
1022
DDDSDGVF/OWVWVHYDF/OF/OGV10181019
1017101
8
G G
ST 48"
O/E O/E
U/EU/E
U/EI
CVI
CVI
CVI
CVI
CVI
CVI
CVI
CVDWD2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE2" PINE18" TREEDI
CVI
CVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E
U/E U/E U/E U/EU/EU/EU/EXX X X X X XX X X XST10"ST 10"ST 8"
ST 8"ST8"ST15"ST8"ST8"ST8"S
T
1
8
"
ST 15"ST 15"ST 15"ST8"ST 15"100810091019101910221023102210211020
1019 10181017
1016
101
5 10141013
101
2
1011 1010
1017101810201023102110171017
1016
1014
1012
1010
102010191017101810171016
10201020 1021
1022
1
0
1
9
102
01022101810131014 101
4
1015101510
1
3
10111008 101010111008100910071004 1009
1014EX BUILDINGEX BUILDINGO/EST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"DST8"ST8"DDDDDDXXXXXST8"DXXXXXX X X
XXXXXX XXXXXX
X
X
X
X1020
F/O F/O
F/OF/OSE LA GRANT PKWY
SE ESKER RIDGE DR10' P.U.E. BOOK 2013 PAGE 21296
DETENTION EASEMENT BOOK 2013 PAGE 21298
DETENTION EASEMENT BOOK 2013 PAGE 21298
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W
SAN 6"SAN 6"SAN 6"SAN 6"SAN
10' P.U.E. BOOK 2013 PAGE 21296SEEDSEEDSEEDSEEDSEEDSEEDSEEDSEEDSEEDSEEDSEEDSEEDSEEDSEEDSEEDINSTALL HARDWOODMULCH TO MATCHEXISTING IF DISTURBEDINSTALL HARDWOODMULCH TO MATCHEXISTING IF DISTURBEDINSTALL HARDWOODMULCH TO MATCHEXISTING IF DISTURBEDINSTALL HARDWOODMULCH TO MATCHEXISTING IF DISTURBEDINSTALL HARDWOODMULCH TO MATCHEXISTING IF DISTURBEDBC3ST8"GGGG2" TREEST8"ST8"ST8"KF8KF8GF4GF4SD8SD8LANDSCAPE NOTES:1.ALL SODDING/SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD/SEED ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS AS SHOWN ON PLAN, UNLESS NOTED OTHERWISE. SOD/SEED LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGEBASED ON CONSTRUCTION ACTIVITIES.3.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER.4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1).6.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE.7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTILAFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.9.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUTTHE PLANT ESTABLISHMENT PERIOD.10.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTINGUTILITIES.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.12.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR BLACK, OR APPROVED EQUAL..13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.14.DISTURBED EXISTING MULCH BEDS TO BE REPAIRED WITH 4" THICK SHREDDED HARDWOOD MULCH TO MATCH EXISTING.15.NEW SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 3" THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE).16.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH/ROCK IS INSTALLED.DRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:200ZHVWRZQSDUNZD\VXLWH340ZHVWGHVPRLQHVLRZD502
S5152235100I51522322ZZZIUNDHFRP
IUNDUFKLWHFWVHQJLQHHUV3501 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
IMPROVEMENTS TO
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018K0111/17/20 - 1ST CITY SET12/01/20 - 2ND CITY SET12/28/20 - 3RD CITY SET*5$3+,&6&$/(020102040SUB-SOILPLANTING PIT TWICETHE WIDTH OF ROOTBALL6+58%3/$17,1* 7<3 NOT TO SCALESCALE:PLANTING SCHEDULEL:\LAND PROJECTS 2020\200102\DWG\C5 LANDSCAPE.DWG12/28/2020 3:45:28 PM 3" ROCKC-501LANDSCAPESHEETSEE PLANTING DETAIL 1/C-5103/$17,1*%(''(7$,/1" = 10'SCALE:1HYDRO MULCH: HYDRO MULCH ALL SEEDED AREAS: WOOD CELLULOSE HYDRAULIC MULCH WITH TACKIFIER SHALL BEAPPLIED AT A RATE OF 2,500 LBS PER ACRE.SEED: MIX TO BE "SUPER TURF II" BY UNITED SEEDS (OR APPROVED EQUAL). SEED AT A RATE OF 440 LBS PER ACRE.SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PERUNITED SEEDS TECH BULLETIN FOR SEED TYPE. OVERSEEDING (IF REQUIRED) TO BE INSTALLED AT 220 LBS PER ACRE.NOTE: SALVAGE EXISTING LARGE ROCKSFROM EXISTING BED. RE-USE INPROPOSED NEW BEDS USING SIMILARLAYOUT.EDGINGEDGING
2"x 4" EXTERIORTREATED WOOD NAILER5'-0"CLPIPE DIA PLUS 4"1 3/4"2"0.5%COMPACTED SUBGRADEUNDISTURBED SUBGRADESLOTTED N-12 PIPESIZE AS SHOWN ON PLANS2"
MIN
SYNTHETIC GRASS SURFACINGFINISH COARSE AGGREGATEBASE COARSE AGGREGATESEE PROJECT SPECIFICATIONS0.5%1%1%ENGINEERING FABRIC - MIRAFI 600XOR US 315 OR APPROVED EQUAL0.5%0.5%BASE COARSE AGGREGATESEE PROJECT SPECIFICATIONSTURF ACCESS COVERFINISH COARSEAGGREGATESYNTHETIC GRASSSURFACINGBASE COARSE AGGREGATE2"x4" TREATED BOARDUTILITY STRUCTURE3" RUBBER EDGINGWITH EDGING DETAILSCALE 1"=1'-0"3C-601COMPACTED SUBGRADE1 1/2"DOUBLE 3/4" PLYWOOD2-1/2" FIELDTURF SET ON LIDHANDBOX W/ TURFCOVER DETAILSCALE 1"=1'-0"21" CLEAN LIMESTONE-DEPTH OF ROCK AS NECESSARY (15" MIN) TOCONNECT TO TRACK & FIELD ROCK-INSTALL 2" SUBDRAIN & CONNECT TO STORMSEWER SYSTEM IF UNABLE TO CONNECT TOTRACK & FIELD ROCKPLYWOOD WRAPPED IN ARTIFICIAL TURF, EDGES HELDUNDERNEATH WITH ALUMINUM CLAMP PLATE & BOLTSTREATED PLYWOOD. VERIFY THICKNESS TO MATCHFINAL GRADES FLUSH @ SURFACE (PREFER 2"x3/4"GREEN TREATED PLYWOOD IF POSSIBLE)UNDISTURBED SUBGRADE30"Lx18"Wx14"D F900 GILL VERSACOM BOX TURF VERSIONUTILITY STRUCTURE FOR WATER, ELECTRICAL, &COMMUNICATION. COORDINATE EXACT LOCATION & NUMBEROF BOXES W/ CIVIL, MECHANICAL, & ELECTRICAL PLANS-MOUNTED FLUSHCOMPATED SUBGRADESYNTHETIC GRASS SURFACINGFASTEN A TREATED 2X4 TO THE SIDE OF THEVERSACOM BOX FOR THE TURF TO BE STAPLED TOFINISH COURSE AGGREGATEBASE COURSE AGGREGATE(ROCK DEPTH SHALL BE CONSISTENTWITH SURROUNDING ROCK)LAP TURF OVER THE EDGE OF THE VERSACOM BOX & CLAMPIT TO THE LEDGE WITH PROVIDED CLAMPING STRIPS &HARDWARE.C-601NOTE: INSTALL PERMANUFACTURER'SRECOMMENDATIONSNOTE: FIELD SURFACESLOPE VARIES IN 'D'-ZONESEE GRADING PLANENGINEERING FABRIC - MIRAFI 160NOR US 160NW OR APPROVED EQUALLINING PIPE TRENCHPIPE DIA PLUS 4"2"
MIN 1%0.5%0.5%1%1%1%0.5%0.5%0.5%0.5%SCALE 1"=1'-0"C-6011ARTIFICIAL TURF SECTIONFOOTBALL FIELD: EX CONCRETE CURBSOCCER FIELD: 18" WIDE BEAM CURB(SEE DETAIL 4/C-601)0.70'
0.70'NOTE: RESET BASE COURSEAGGREGATE DEPTH AFTERSUBDRAIN TRENCHNOTE: FIELD #4 SURFACE SLOPE SHALL BE 1%,BASE COURSE SLOPE SHALL BE 1%. DEPTH RESETAT SUBDRAIN TRENCHES NOT NECESSARYCENTER LINE OF FIELD (WHERE APPLICABLE)CL2"x 4" EXTERIORTREATED WOOD NAILERSYNTHETIC GRASS SURFACINGFINISH COARSE AGGREGATE8' BLACK VINYL COATED CHAIN LINKFENCE (WHERE SHOWN ON PLANS)PER FENCEMANUFACTURER1" FOAM BETWEEN POLE & CONCRETESEAL FOAM W/ GRAY MASTIC JOINTSEALANT9"GRASS FLUSH W/EDGE OF MOW STRIP9"8.5"x18" BEAM CURB WITH #4BARS, CENTERED VERTICALLY& 4.5" IN FROM EACH SIDEBASE COURSE AGGREGATESCALE 1"=1'-0"C-6014SOCCER BEAM CURB DETAILDRAWING 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
IMPROVEMENTS TO
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018K0111/17/20 - 1ST CITY SET12/01/20 - 2ND CITY SET12/28/20 - 3RD CITY SETL:\LAND PROJECTS 2020\200102\DWG\C6 DETAILS.DWG 12/28/2020 3:46:04 PM
C-601DETAILS SHEET5" MIN WALK THICKNESS - SEEPLANS FOR EXACT THICKNESS18" MIN STORM OR SANITARY SEWERWATER MAINLOCATED ONE FULL LENGTH OF PIPESO BOTH JOINTS ARE AS FAR ASPOSSIBLE FROM THE WATER MAINWATER MAIN & STORM OR SANITARYSEWER CROSSING DETAILSCALE NONE10C-601NOTES:1.THIS DETAIL SHALL APPLY ANY TIME A STORM SEWER OR SANITARY SEWER CROSSES OVER OR LESS THAN 18INCHES BELOW A WATER MAIN.2.WHEN WATER MAIN CROSSES UNDER STORM OR SANITARY SEWER THE CONTRACTOR SHALL MAINTAIN A MINIMUMOF 18" OF SEPARATION.3.STORM OR SANITARY SEWER MAY NOT BE PLACED CLOSER THAN 6" BELOW A WATER MAIN.4.MAINTAIN THE MAXIMUM FEASIBLE SEPARATION IN ALL CASES.5.SEWER AND WATER PIPES MUST BE ADEQUATELY SUPPORTED & HAVE WATERTIGHT JOINTS.6.CONTRACTOR SHALL INSTALL LOW PERMEABILITY SOIL FOR BACKFILL MATERIAL WITHIN 10 FEET OF THE CROSSING.7.IN SANITARY SEWER CROSSINGS, CONTRACTOR SHALL INSTALL ONE FULL LENGTH OF SANITARY SEWER OF WATERMAIN PIPE MATERIAL WITH WATERTIGHT JOINTS LOCATED AS FAR AS POSSIBLE FROM THE CROSSING.8.IN STORM SEWER CROSSINGS, THE CONTRACTOR SHALL INSTALL ON FULL LENGTH OF STORM SEWER PIPE OFWATER MAIN MATERIAL OR RCP WITH GASKETED JOINTS LOCATED AS FAR AS POSSIBLE FROM THE CROSSING.9.GASKETED JOINTS SHALL COMPLY WITH ASTM C443.6"-18"WATER MAINMOW STRIP DETAILSCALE NONE7C-601PER FENCEMANUFACTURER6"5" PCC6"TROWEL JOINTAT EVERY POSTPER FENCEMANUFACTURERNOTES:1. CONTRACTOR MUST PLACEFENCE POST PRIOR TOSIDEWALK INSTALLATIONFENCE IN SIDEWALK DETAILSCALE NONE6C-6011" FOAM BETWEEN POLE& CONCRETESEAL FOAM W/ GRAYMASTIC JOINT SEALANT1" FOAM BETWEEN POLE &CONCRETE, SEAL FOAM W/GRAY MASTIC POINT SEALANTGRASS FLUSH WITHEDGE OF CONCRETETENSION BARDOME POST CAP WITH SETSCREW OR POST WELDEDWIRE TIES. 12" O.C. TIES ALONG TOP,INTERMEDIATE, AND BOTTOM RAILSCOMPACTED SUBGRADEBLACK VINYL COATEDCHAIN LINK FABRIC(SEE SPECIFICATIONS)TENSION OR FABRIC BANDSEE PLAN
BOTTOM RAIL. 2" MAX BETWEEN TOP ANDBOTTOM OF SPECIFIED RAIL.TURNBACKLEMAX 10'-0"TOP BRACE RAILLINE POSTEND, CORNER, OR GATE POST.VARIES, SEE PLANCHAIN LINK FENCE DETAILSCALE NONE8C-601NOTES:1.FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED SELVAGE ALONG ALL EDGES FOR ALL TYPES CHAIN LINKFENCE INSTALLATIONS.2.REFER TO SPECIFICATION - SECTION 31 31 13 FOR ALL PIPE SIZING, WIRE FABRIC GAUGES, FOOTING SIZES & OTHER APPLICABLEINFORMATION.3.ALL CONCRETE FOOTINGS AROUND POSTS AT GROUND LINE SHALL BE MOUNDED & SLOPED FOR POSITIVE DRAINAGE.4.ALL FENCE AND FABRIC SHALL BE BLACK VINYL COATED PVC. SEE SPECIFICATIONS.5.ALL FENCES SHALL SWING IN BOTH DIRECTIONS UNLESS OTHERWISE NOTED ON PLANS.12" DIAMETER, 4' DEEP PCC FOOTINGFOR ALL END, CORNER AND GATE POSTSCHAIN LINK FENCE GATE DETAILSCALE NONE9C-601TOP HINGE(90° SWING)TOP RAIL8'-12' HIGH FENCE:INTERMEDIATE RAIL4'-6' HIGH FENCE: NOINTERMEDIATE RAILBOTTOM RAILBOTTOM HINGE(90° SWING)HEAVY-DUTY &LOCKABLE FORKLATCH12" DIAMETER, 4' DEEP PCC FOOTINGFOR ALL GATE POSTS10" DIAMETER, 42" DEEP PCC FOOTINGFOR ALL INTERMEDIATE POSTSSIDEWALK DETAILSCALE NONE5C-601FINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDEWIDTH PER PLANNOTE: SLOPE SIDEWALK IN ACCORDANCEWITH GRADING PLAN, 1.5% CROSS SLOPE6" SUBGRADE PREPARATION12"8'-12' HIGH FENCE:INTERMEDIATE RAIL4'-6' HIGH FENCE: NOINTERMEDIATE RAIL6"RECESSED TURF COVER DETAILSCALE NONE11C-601SYNTHETIC TURF SECTIONSEE OTHER DETAILS2"x4" TREATED BOARDSYNTHETIC TURF ATTACHEDTO PLYWOODDOUBLE 3/4" PLYWOOD1-1/2"UTILITY STRUCTURENYLOPLAST COUPLING(ADS CODE 1579 AG)SCH. 40 PVC TO N-12(REDUCING COUPLINGAS NECESSARY)SCH. 40 PVC ROOFDRAIN LINE (REF MECH)HDPE STORM SEWER(SEE SITE PLAN)ROOF DRAIN CONNECTION DETAILSCALE NONE12C-601SYNTHETIC GRASS SURFACINGEX FINISH COARSE AGGREGATEEX BASE COARSE AGGREGATEEX COMPACTED SUBGRADEEX ENGINEERING FABRICTURF ACCESS COVER WITH EDGINGFOOTBALL GOALPOSTGOAL POST ANCHORING BYFOOTBALL GOAL MFR.5'-6" MIN3'-6" DIA MINFOOTBALL GOALPOST FOUNDATION DETAILSCALE 1"=1'-0"1'-0"4'-0" MIN8-#6 VERT w/#3 SPIRALTIES @ 12" O.C.TYP.3" CLR.14C-601MIN 4,000 PSI CONCTURF ACCESS COVER WITH EDGINGFOOTING SIZE & REINFORCING SHOWN IS THE MINIMUMFOUNDATION SHALL BE DESIGNED BY A LICENSEDSTRUCTURAL ENGINEER10'-0"30'-0"
40'-0"8'-0"FOUNDATION BOXCOVER BYGOALPOST MFRGOAL POSTSEE SPECIFICATIONSSYNTHETICGRASSSURFACING14C-601FLAGR5'-0"FOOTBALL GOALPOST DETAILSCALE NONE13C-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 NONE15C-6015"
201030405040302010201030405040302010102030405040302010102030405040302010W2"W2"W6"W6"W6"W6"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST 8"ST 8"
ST 8"ST 8"
ST 8"ST 8"
ST 8"ST 8"ST8"ST8"ST8"ST8"FIELD #1FIELD #2FIELD #4FIELD #3ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"SAN6"SAN6"SAN6"SAN6"SAN 6"SAN 6"SAN 6"SAN6"SSCONCESSIONS BUILDINGFF=1029.051020
1019
1021
1022
1010
1009
1010
1015
1011101210131014
1016
10171018101710171027102810211020102110201021101710181021102810
2
5
10231
0
2
4
1
0
2
6
1
0
2
7
1
0
2
810171017101710171015
10171018HYD1029SST8"DI
CVI
CVI
CVI
CVI
CVXXXXX1029
10281027
1
0
2
51024 1028
1025
102810271025ST
15"
ST
15"ST12"ST12"ST12"ST15"ST8"EPEPWVHYDELECWVSEPWSOW
SOELECDDDDDDDDDDD[][][]XXXXXXXXX[][][]ST15"
ST 18"ST 18"ST15"ST8"ST8"ST12"ST12"ST12"ST
12"ST18"1029102610331032103110301029102810271026
1026
1027
1028 10251018101710161015101410131012101110101009102510291025102610271028103010291028102710269951000 1005 101099699799899910011002100310041006100710081009 1011 1012 101310111010100510009951000100010021002
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
U/E
GGGGG G G
10' ELECTRIC
EASEMENT
(BOOK 2013 PAGE 21301)W8"W8"W8"W8"W8"W8"W8"W8"W8"
W
W
W1"W1"W
2"GGGGGGST12"ST12"ST6"ST8"ST8"ST6"STSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST ST6"ST6"WVWVS
T
1
8
"103010281028
1027102810291030
SSAN8"SAN 8"SAN 8"SAN 8"
I
CVI
CVEPEPDDDWVWVHYDWVHYDWVDST15"STSTST 30"ST 30"ST 30"ST18"W12"W12"W12"W 12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"
SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"W8"STST8"ST 8"ST 8"ST8"U/E
U/E
U/E U/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
102
7
102
5
1
0
2
2
1020101910181
0
1
7
1
0
1
6
1018
1
0
2
0102110221022102
2
1
0
2
1
1020 1023102410251026102710211022102
1
1020
102
01020102210221022102210
2
2
1023
1022
1023
1022
1022
DDDSDGVF/OWVWVHYDF/OF/OGV10181019
1017101
8
G G
ST 48"
O/E O/E
U/EU/E
U/EI
CVI
CVI
CVI
CVI
CVI
CVI
CVI
CVDWDDI
CVI
CVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E
U/E U/E U/E U/EU/EU/EU/EXX X X X X XX X X XST10"ST 10"ST 8"
ST 8"ST8"ST15"ST8"ST8"ST8"S
T
1
8
"
ST 15"ST 15"ST 15"ST8"ST 15"100810091019101910221023102210211020
1019 10181017
1016
101
5 10141013
101
2
1011
1010
1017101810201023102110171017
1016
1014
1012
1010
102010191017101810171016
10201020 1021
1022
1
0
1
9
102
01022101810131014 101
4
1015101510
1
3
10111008 101010111008100910071004 1009
1014EX BUILDINGEX BUILDINGO/EST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"ST8"DST8"ST8"DDDDDDXXXXXST8"DXXXXXX X X
XXXXXX XXXXXX
X
X
X
X1020
F/O F/O
F/OF/OSE LA GRANT PKWY
SE ESKER RIDGE DR10' P.U.E. BOOK 2013 PAGE 21296
DETENTION EASEMENT BOOK 2013 PAGE 21298
DETENTION EASEMENT BOOK 2013 PAGE 21298
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W
SAN 6"SAN 6"SAN 6"SAN 6"SAN 6"10' P.U.E. BOOK 2013 PAGE 21296SFS
F
INLET PROTECTION, TYPSILT FENCE, TYPROCK CONSTRUCTIONENTRANCEPOSSIBLE TOPSOILSTOCKPILE LOCATIONPOSSIBLE CONCRETEWASHOUT LOCATION20'5
0
'SFSFSFSFSFSFSFSFSFSFS
F
S
F
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF
SFSFSFSFSFSFS
F
SF
S
F
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SFINLET PROTECTION, TYPSFS
FSFS
FSFS
FSFS
F
SFS
F SFS
F SFS
F SFS
F
SFS
F
SFS
F
SFS
F
SFS
FSFS
F
SFS
F
SFS
F
SFS
F
SFS
F
SFS
FSFS
FSFS
F SFS
F
SFS
F SFS
F SFS
F SFS
FAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCEAPPROXIMATE LIMITSOF DISTURBANCE1,300 SY SUDASTYPE 2.D RECP250 SY SUDASTYPE 2.D RECPSITE DISCHARGELOCATION TO ANUNNAMED TRIBUTARYOF SUGAR CREEKSITE DISCHARGELOCATION TO ANUNNAMED TRIBUTARYOF SUGAR CREEKSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPSILT FENCE, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPSFS
F
SFS
F SFS
FINLET PROTECTION, TYPSFSFSFPOSSIBLE ROCK STAGING & PARKINGAREA W/ TEMPORARY RESTROOMFACILITIES & DUMPSTERDRAWING TITLE:REVISIONS:DRAWING NO.:PROJECT NO.:DATE:200ZHVWRZQSDUNZD\VXLWH340ZHVWGHVPRLQHVLRZD502
S5152235100I51522322ZZZIUNDHFRP
IUNDUFKLWHFWVHQJLQHHUV3501 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
IMPROVEMENTS TO
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE, IOWA1018K0111/17/20 - 1ST CITY SET12/01/20 - 2ND CITY SET12/28/20 - 3RD CITY SET*5$3+,&6&$/(0502550100UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROMEXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACTLOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BETHE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONALFACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.EROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FOR ALL EROSIONCONTROL MEASURES, ADDITIONAL DETAILS AND NOTE. ADDITIONAL NOTES AND MEASURES INNARRATIVE SHALL BE CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINALBID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT AND WILL NEEDPERIODIC UPDATES AND ADJUSTMENTS AS NECESSARY DEPENDING ON SITE CONDITIONS TOASSURE COMPLIANCE WITH NPDES GENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'SRESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURESNECESSARY TO COMPLY WITH SAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TO CONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORM SEWERCONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING IS COMPLETEDAROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE WASHOUT INACCORDANCE WITH NPDES GENERAL PERMIT NO. 2 DURING ALL CONCRETE WORK.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES.SANITARY WASTE SHALL BE DISPOSED OF PER ALL FEDERAL, STATE AND LOCALREGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OFNPDES GENERAL PERMIT NO. 2 ARE MET.10.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING. PROTECTION OF STORMSEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDED TO PREVENT SLURRY FROM THECONCRETE OPERATIONS TO DISCHARGE OFFSITE. SEE SWPPP NARRATIVE FOR ADDITIONALDETAILS.11.CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENT DISCHARGES FROMANY AND ALL DEWATERING ACTIVITIES, AS NECESSARY.12.SEE LANDSCAPE PLAN FOR FINAL STABILIZATION INCLUDING SEEDING AND SODDING AREAS.13.PER NPDES GENERAL PERMIT NO. 2, IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR ATLEAST 14 DAYS, ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY BY TEMPORARYEROSION CONTROL MEASURES.14.THE FOLLOWING DISCHARGES ARE PROHIBITED: WASTEWATER FROM WASHOUT ANDCLEANOUT OF STUCCO, PAINT, FORM RELEASE OIL, CURING COMPOUNDS AND OTHERCONSTRUCTION MATERIALS, FUELS, OILS OR OTHER POLLUTANTS USED IN VEHICLE ANDEQUIPMENT OPERATION AND MAINTENANCE, AND SOAPS OR SOLVENTS USED IN VEHICLEAND EQUIPMENT WASHING.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERAL PERMIT NO. 2,CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY EROSIONCONTROL DEVICES INCLUDING, BUT NOT LIMITED TO: SILT FENCE, INLET PROTECTION, ANDTEMPORARY STANDPIPES.SEDIMENT STORAGE SUMMARY:TOTAL DISTURBED AREA = 12.00 ACRESSEDIMENT STORAGE REQUIRED (3,600 CF PER ACRE) = 43,200 CFTOTAL LENGTH OF SILT FENCE = 5,550 LFSEDIMENT STORAGE VOLUME PROVIDED (10 CF PER LF OF SILT FENCE) = 55,500 CFNOT TO SCALESITE ENTRANCE DETAILTEMP. ROCK ENTRANCE(PLAN VIEW)(PROFILE VIEW)TEMP. ROCK ENTRANCE3" CLEANLIMESTONEPLACE ROCKON FABRICSTABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.5'-0" MIN.GROUND LINEENGINEERING FABRICFLOW21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILL12"MIN.DETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE31" MIN.6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGL:\LAND PROJECTS 2020\200102\DWG\C7 SWPPP.DWG12/28/2020 3:48:07 PM
C-701SWPPP SHEETPLQPLQ 12PLQDQFKRUVSDFLQJ 2PLQ3 4
0PLQDQFKRUVSDFLQJ 1PLQDQFKRUVSDFLQJ (GJH/DS$QFKRU7UHQFK(QG6SOLFH1(GJH/DS&RPSDFWHG6RLO%DFNILOO6HFXUHEODQNHWWRJURXQGDFFRUGLQJWRPDQXIDFWXUHU
VUHFRPPHQGHGDQFKRULQJSDWWHUQDQGZLWKDPLQLPXPDQFKRUVRI15VT\G1$1&+2575(1&+('*(/$3(1'63/,&(ROLLED EROSION CONTROL PRODUCT INSTALLATION DETAILNOT TO SCALEEROSION CONTROL QUANTITIES:DISTURBED AREA12.0 ACRES (NPDES PERMIT IS REQUIRED)SILT FENCE5,550 LFINLET PROTECTION26 EAPERMANENT SOD1200 SFPERMANENT SEEDING3.5 ACSUDAS TYPE 2.D RECP 1550 SYCONSTRUCTION ENTRANCE1 EACONCRETE WASHOUT1 EATEMPORARY SEEDING (SUDAS TYPE 4)NONE ANTICIPATED*NOTE: EROSION CONTROL QUANTITIES ARE PROVIDED FOR CITY REQUIREMENT ONLY ANDARE A ROUGH ESTIMATE. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES ASNECESSARY TO MEET SITE CONDITIONS.
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 14' -0"
FACEBRICK, TYPE B
MAIN LEVEL
EL: 0"
COMPOSITE METAL
PANEL FACEBRICK, TYPE B
STEEL CANOPY
FACEBRICK, TYPE A
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 14' -0"
COMPOSITE METAL
PANEL
FACEBRICK, TYPE B
FACEBRICK, TYPE A
DECORATIVE
METAL GATE
MAIN LEVEL
EL: 0"
T.O. MASONRY
EL: 14' -0"
COMPOSITE METAL
PANELS
FACEBRICK, TYPE A
Materials
Brick - 63.4%
ACM Metal Panel - 36.6%
frk architects + engineers WAUKEE COMMUNITY SCHOOL DISTRICT
WAUKEE TIMBERLINE STADIUM - PHASE 2
WAUKEE, IOWA
SCALE:1/16" = 1'-0"
2 WEST ELEVATION
SCALE: 1/16" = 1'-0"
1 NORTH ELEVATION
SCALE: 1/16" = 1'-0"
3 SOUTH ELEVATION
SCALE: 1/16" = 1'-0"
4 EAST ELEVATION