HomeMy WebLinkAbout2021-08-09-G01 Waukee United Methodist Church_Preliminary PlatAGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: August 9, 2021
AGENDA ITEM:Consideration of approval of a resolution approving a preliminary plat for
Waukee United Methodist Church
FORMAT:Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary plat
for a 8.52-acre development for the development of a church located north of
SE Westown Parkway and west of SE LA Grant Parkway. The plat identifies
one lot. All public utilities will be provided to the site.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the preliminary plat request at their meeting on July 13, 2021
and recommended approval:
Approval of a Preliminary Plat for Waukee United Methodist Church
Senior Planner, Melissa DeBoer, introduced the request for approval of a Preliminary Plat,
Final Plat, and Site Plan for a Church building at 2075 SE L.A. Grant Parkway as submitted by the
applicant, Waukee United Methodist Church. The subject property is generally located north of SE
Westown parkway and west of SE LA Grant parkway, containing approximately 8.52 acres.
Mrs. DeBoer advised that the development includes the creation of one lot 8.52 acres in size.
Upon this lot, a church building approximately 13,460 square feet in size and 28 feet at its highest
point will be constructed along with required associated parking. Construction is anticipated to be
complete by September of 2022. The site plan indicates a total of 380 seats interior to the church, as
well as future addition, outbuilding, and garage locations. The future additions to the lot will require
separate site plan approval at the time of development. A trash enclosure is located on the south side of
the site. a five foot wide side walk will be installed along the north side of the site, and private
sidewalks will provide pedestrian connections interior to the site. Public utilities exist to serve the site,
and storm water will be accommodated with the detention basin located along the west side of the site.
All parking, landscaping and open space, elevation, and lighting requirements have been met with the
presented plans.
At this time staff would recommend approval of the proposed preliminary plat, final plat, and
site plan subject to any remaining staff comments.
Commissioner Koshy questioned if there are two monument signs. Mrs. DeBoer advised that
there is only one located along L.A. Grant Parkway. All signage will be approved separately
closer to the time of installation.
G1
Commissioner Streit moved to approve the preliminary plat for Waukee United Methodist Church
subject to any remaining staff comments. The motion was seconded by Commissioner Broderick.
Ayes: Streit, Ward, Broderick, and Koshy. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval of the preliminary plat.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Preliminary Plat
PREPARED BY:Melissa DeBoer, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2021-
APPROVING THE PRELIMINARY PLAT FOR WAUKEE UNITED METHODIST
CHURCH
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission reviewed and recommended
approval of a Preliminary Plat for Waukee United Methodist Church on July 13, 2021; AND,
WHEREAS, the Preliminary Plat for Waukee United Methodist Church is in general
conformance with section §303 - Land Subdivision Ordinance of the Waukee Municipal Code.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this the 9th day of August, 2021 that the Preliminary Plat for Waukee United Methodist Church
be approved subject to remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Waukee United Methodist Church –
Preliminary Plat/Site Plan & Final Plat
PREPARED BY: Melissa DeBoer, AICP - Senior Planner
REPORT DATE: July 9, 2021
MEETING DATE: July 13, 2021
GENERAL INFORMATION
Owner / Applicant: Waukee United Methodist Church
Engineer: Eric Miller, P.E. – Bishop Engineering
Request: The applicant is requesting approval of a
preliminary plat, final plat, and site plan for the
development of a church.
Location and Size: Property is generally located north of SE Westown
Parkway and west of SE LA Grant Parkway,
containing approximately 8.52 acres.
Property Address: 2075 SE LA Grant Parkway
AREA MAP
ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area.
July 9, 2021
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Single Family Residential A-1 (Agricultural)
North Single Family Residential Single Family Residential R-2 (One & Two Family
Residential)
South Commercial Neighborhood Commercial C-1A (Neighborhood
Commercial)
East Single Family Residential Single Family Residential R-2 (One & Two Family
Residential)
West Single Family Residential Single Family Residential R-2 (One & Two Family
Residential)
HISTORY
This property has been owned by Waukee United Methodist Church in anticipation of building a new church.
The property has been farmed in the past.
PROJECT DESCRIPTION
Preliminary Plat & Final Plat
The preliminary plat and final plat identify the creation of one (1) lot that is 8.52-acres in area. Lot 1 is
proposed to have a church and associated parking located on it. All required easements are identified on the
preliminary plat and final plat.
Site Plan
The site plan identifies the construction of a 13,460 square foot church building that is proposed to be 28-feet
in height at its highest point. The site plan indicates that there are 380 seats in the building. The site plan also
identifies a future addition, outbuilding and garage. All of these will require a separate site plan approval when
the church is ready for these additions.
A trash enclosure is located on the south side of the site. Construction of the church is planned to begin in
August 2021 with a completion date of September 2022.
ACCESS AND PARKING
There are two accesses into the site. One is located along the north side of the site off of SE Telby Lane and
the other is a shared access located along the south side of the site off of SE LA Grant Parkway.
A total of 95 parking spaces are required for this project (1 parking stall per 4 seats) and a total of 125 spaces
are provided, including 7 accessible parking stalls.
SIDEWALKS/TRAILS
A ten-foot wide trail exists along the west side of SE LA Grant Parkway. A five-foot wide sidewalk will be
installed along the north side of the site. Private sidewalks will also provide pedestrian connections into the
site from both SE Telby Lane and SE LA Grant Parkway.
July 9, 2021
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UTILITIES
All public utilities will be provided to the site. Sanitary sewer and water services will be brought into the site
from SE Telby Lane. Storm water will be accommodated with the detention basin located along the west side
of the site.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the site is required to be open space. The total amount of open space proposed is 80%.
Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance.
ELEVATIONS
The elevations of the building are proposed to be constructed of precast concrete panels, storefront glazing
and metal awnings.
LIGHTING PLAN
A photometric plan for the site lighting has been submitted and complies with the requirements of the Site
Plan Ordinance.
STAFF RECOMMENDATION
The proposed preliminary plat, final plat and site plan are in general conformance with the Zoning Ordinance,
Subdivision Ordinance and Site Plan Ordinance. Staff recommends approval subject to remaining staff
comments.
SITEWAUKEE UNITED METHODIST CHURCHSITE PLAN / PRELIMINARY PLATIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOT 1 IN WAUKEE UMC PLAT 1, AN OFFICIAL PLAT IN THE CITY OFWAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITHANY AND ALL EASEMENTS OF RECORD.SAID TRACT OF LAND CONTAINS 8.52 ACRES MORE OR LESS.ADDRESS:2075 SE L.A. GRANT PARKWAYWAUKEE, IA 50263OWNER:WAUKEE UNITED METHODIST CHURCHCONTACT: JOSH STRAW650 ASHWORTH ROADP.O. BOX 26WAUKEE, IA 50263PH: (402)217-4030EMAIL: jstraw724@hotmail.comENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467BUILDING INFORMATION:PROPOSED BUILDING HEIGHT = 28'-0"PRECAST CONC. PANELS W/ METAL FRAMINGZONING:A-1 AGRICULTURAL DISTRICTBUILDING SETBACKS: FRONT = 35 FEET SIDE = 35 FEET REAR = 35 FEET MAXIMUM HEIGHT = 3 STORIES OR 40 FEEPARKING REQUIREMENTS:REQUIRED PHASE 1 = (1/4 SEATS @ 380 SEATS) = 95 STALLS(INCL. 4 ADA)PROPOSED PHASE 1 = 125 STALLS (INCL. 7 ADA)PROPOSED FUTURE = 224 STALLS (INCL. 7 ADA) (FUTURE MAX. SEATING = 896 SEATS)OPEN SPACE / IMPERVIOUS AREA:TOTAL SITE AREA = 371,204 S.F. = 8.52 ACRESREQUIRED OPEN SPACE = 74,241 S.F. (20.0%)EXISTING OPEN SPACE = 368,804 SF (99.4%)EXISTING IMPERVIOUS = 2,400 SF (0.6%)PROPOSED OPEN SPACE = 296,897 SF (80.0%)PROPOSED IMPERVIOUS = 74,307 SF (20.0%)FUTURE OPEN SPACE = 237,282 S.F. (63.9%)FUTURE IMPERVIOUS = 133,922 SF (36.1%)BENCHMARK:5/8" IRON ROD WITH BENCHMARK CAP"CONTROL POINT" LOCATED ON THE NORTHSIDE OF 312TH PLACE NEAR THE SOUTHWESTCORNER OF LOT 63 GRANT PARKELEVATION = 1037.18' (CITY DATUM)BURY BOLT ON HYDRANT AT SW CORNEROF SE LA GRANT PARKWAYAND SE TELBY LANEELEVATION = 1036.20' (CITY DATUM)SCHEDULE ESTIMATE:BEGIN CONSTRUCTION - AUG 2021COMPLETE CONSTRUCITON - SEPT 2022VICINITY MAPNOT TO SCALE:COPYRIGHT 2021 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGN 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775SECTION CORNER - FOUND AS NOTEDDSCOHYD
I
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVCOVER SHEETC0.1SHEET INDEX:C0.1COVER SHEETC1.1EX. COND. / DEMO PLANC2.1LAYOUT PLANC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANC5.2LANDSCAPE PLANC5.3LANDSCAPE PLANC6.1DETAILS SHEETC7.1SWPPPREFERENCE NUMBER:3501 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 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WAUKEE UNITED METHODIST CHURCH
SITE PLAN / PRELIMINARY PLATEWM190437180471140304EWM2021-06-08 CITY SUBMITTAL2021-06-22 CITY SUBMITTAL2021-07-06 CITY SUBMITTAL210253PRELIMINARY- NOT FOR CONSTRUCTIONL:\LAND PROJECTS 2021\210253\DWG\C0 COVER.DWG7/6/2021 10:36:57 AM UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTUTILITY 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 ONTHE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AND EXISTING UTILITY ANDPROPOSED CONSTRUCTIONWETLAND NOTES:1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT ISTHE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THEPROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OFCONSTRUCTION ACTIVITIES.SURVEY NOTES:1.ALL CONSTRUCTION STAKING INCLUDING PEDESTRIAN FACILITIES SHALL BE COMPLETEDUNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND CURRENTEDITION OF SUDAS STANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OFWAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.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 REPAIREDAT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESEPLANS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTIONWILL BE FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCEWITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS."6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TOTRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THATARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION INPROVIDING FOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORMSEWER, OR FACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BEPROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULEHAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDESAMPLES OF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARDSPECIFICATIONS FOR PUBLIC IMPROVEMENTS.10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FORSEPARATELY.11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORKWITH OWNER OR OWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENTOF NATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDESDOCUMENTS, CITY OF WAUKEE COSESCO PERMIT, AND IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THERESULT OF CONSTRUCTION, AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENTPROPERTY OR RIGHT OF WAY UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDEWASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.17.ALL CONSTRUCTION WITHIN CITY RIGHT-OF-WAY, EASEMENTS, OR ANY CONNECTION TO PUBLIC UTILITIES THE CONTRACTOR SHALLNOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT ONE WEEK PRIOR TO CONSTRUCTION.18.ANY CHANGES PROPOSED TO THE PLAN SET DURING CONSTRUCTION SHALL RECEIVE WRITTEN APPROVAL FROM THE WAUKEEDEVELOPMENT SERVICES DEPARTMENT.19.CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL INWRITING FROM THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.20.PROPOSED BUILDING OR MONUMENT SIGNAGE WILL REQUIRE A SIGN PERMIT AND ARE TO BE REVIEWED AND APPROVED BY THEWAUKEE DEVELOPMENT SERVICES DEPARTMENT.21.THE CONTRACTOR IS RESPONSIBLE FOR SETTING UP A PRE-CONSTRUCTION MEETING WITH THE WAUKEE ENGINEERING DEPARTMENTONE (1) WEEK PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING.22.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT OF ANY PLANNEDWEEKEND OR HOLIDAY WORK 48 HOURS PRIOR TO SAID WORK COMMENCING.23.ALL OFFSITE ESTABLISHED LAWNS & PUBLIC RIGHT-OF-WAY DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED WITHSOD AND WATERED UNTIL ESTABLISHED.24.TESTING SHALL BE COMPLETED MEETING CITY OF WAUKEE SPECIFICATIONS AND SHALL BE WITNESSED BY THE CITY OF WAUKEEENGINEERING DEPARTMENT.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THEPAVING AS POSSIBLE. ALL AREAS SHALL BE SODDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THECURRENT 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 ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PLANEL(S) ASPER 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 PARKINGSIGNAGE IS REQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEENTHE 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.CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAS OF PAVEMENT OR SIDEWALK NOT TO BE REMOVED THAT IS DAMAGEDDUE TO OPERATING EQUIPMENT ON THE PAVEMENT OR SIDEWALK. PAVEMENT REPLACEMENT SHALL COMPLY WITH WAUKEESTANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPOOF DETENTION POND & DETENTION POND STORM SEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTINGBISHOP ENGINEERING (CHUCK BISHOP AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDSHAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPOSURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TOPROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITYOWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, ORCONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE, AND SHOULD BE NOTED ON ALLAS-BUILTS..6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND HAVE A 3 FOOT WIDE CLAY WATERSTOP AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE II CONNECTORS. ALLAPRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.7.SANITARY SEWER SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OFCOMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.8.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THESANITARY SEWER SYSTEM SHALL BE COMPLETED PRIOR TO PAVING UNLESS OTHERWISE APPROVED BYJURISDICTION.9.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.10.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAINCONSTRUCTION.11.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THEWATER 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 HYDRANTIS INSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.14.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.15.ALL FIRE HYDRANTS ARE TO HAVE 5 INCH STORZ FITTINGS.16.CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEE ENGINEERINGDEPARTMENT.17.ALL UTILITIES SHALL BE INSTALLED AND TESTED PER THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLICIMPROVEMENTS.18.ALL SANITARY AND STORM SEWER PIPES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OFWAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL CLEANING AND TELEVISING. THE CONTRACTOR SHALLPROVIDE A HARD COPY OF THE REPORT AND VIDEO TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT.19.CONTRACTOR SHALL ENSURE THAT CONCRETE SLURRY FROM CONCRETE OPERATIONS AND WET SAW CUTTING ISNOT ALLOWED TO ENTER ANY STORM SEWER, DRAINAGE DITCH OR WATER OF THE STATE.C0.1 - C7.1
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ST 15"ST 15"WVHYDTBM: BURY BOLTELEV=1030.59EX INTAKET/C=1029.14FL=1024.89WVHYDTBM: BURY BOLTELEV=1032.46WVEX INTAKET/C=1032.25FL=1027.69WVEX INTAKET/C=1036.28FL(SW)=1033.91FL(E)=1033.78EX 18" FESFL=1017.56W/ 15" RESTRICTOR PLATESEX. SAN MHRIM=1028.99INV(N)=1019.29LOT 1OWNER:J4 NORTH, LLCZONING: C1-APART LOT 9OWNER:RANDOLPH H ALLISONKATHY L ALLISONZONING: R-2LOT 26OWNER:ANTHONY & GINA CLEMENZONING: R-2LOT 27OWNER:MAULIK & PRIYA SHROFFZONING: R-2WARRIOR RIDGE WARRIOR RIDGELOT 28OWNER:THOMAS J ESTLUNDLEAH M ESTLUNDZONING: R-2LOT 29OWNER:BRIAN S PORTZSUSAN M PORTZZONING: R-2LOT 30OWNER:BRIAN DRAKEZONING: R-2LOT 31OWNER:CHRISTOPHER R KAPLERZONING: R-2LOT 32OWNER:LINDSAY CHASEZONING: R-2LOT 33OWNER:STEVE & SHERI LUCASZONING: R-2ST15"EX. 25' OVERLANDFLOWAGE EASEMENTBK 2012, PG 10376EX. 20' SANITARYSEWER EASEMENTBK 2012, PG 1037660'
R
.
O
.
W
.
SE OXFORD DR.
SE GREENTREE DR.100' R.O.W.EX. 20' STORM SEWER
& OVERLAND
FLOWAGE EASEMENT
BK 2012, PG 10385ST18"ST18"ST18"EXISTING STORMWATERDETENTION EASEMENT100-YR FLOOD ELEV=1020.03BK 2012, PG 10388W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"GGGGGGGGGGGGGGGGU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EST1
5
"LOT 5OWNER:LUKE LICHTYZONING: R-2LOT 6OWNER:FANCIS FAMILY TRUSTZONING: R-2LOT 3OWNER:CHRISTOPHER STEVENSONZONING: R-2LOT 7OWNER:POONAM THAPAZONING: R-2WARRIOR
R
IDGE
WARRIOR
R
IDGE WARRIOR
R
IDGEEX. 10' P.U.E.BK 2012, PG 10383 EX. 25' OVERLANDFLOWAGE EASEMENTBK 2012, PG 10376EX. 10' PUEBK 2012, PG 10376HYD
TBM: BURY BOLTELEV=1036.241018
1
0
1
9
10
2
0
1
0
2
41025 10191020102510261027102810291029102810291030103110321
0
3
3
1
0
3
4
1035
10361037103710371
0
3
7 10371036103610331
0
3
310331032 103110301029 1028
1027 1026
1025 10
2
4 102310221022
1037EX. 30' TEMP.CONSTRUCTIONEASEMENTBK 2021, PG 8815EX. 15' INGRESS/EGRESSEASEMENTBK 2021, PG 8815EX. INGRESS/EGRESS EASEMENTBK 2021, PG 8815STONE PRA
IR
IE
PLAT
7LOT 4OWNER:J4 NORTH, LLCZONING: C1-AEX. 10' PUEBK 2021, PG 8815EX. 5' GAS EASEMENTBK 2021, PG 8815EX. 10' PUEBK 2021, PG 8815EX. 5' GAS EASEMENTBK 2021, PG 8815(S00°19'16"W 720.66')(S83°18'12"W 119.52')(CH=238.96')(N63°38'29"W 138.71')(CH=93.98')(CH=34.58')(N85°00'47"E 468.25')(N03°58'45"W 52.88')N83°01'49"E 860.13'P50' 12 R.O.W.30' 1
2 R.
O
.
W
.DEX STORM MHRIM=1022.02FL(N)=1016.63FL(S)=1015.49FL(E)=1015.45EEEX CONC. DRIVEST18"ST 8"GMGM1023 10221024102410231022 EX. HP=1023.53SE OXFORD DR.
EX. CONC
EX. CONC
EX. CONC
EX. CONC
1021
10201
0
2
4
1
0
2
3 102510271026TFOTFOEX. CONCG G G GGGG
LOT 38OWNER:TYLER DUDDINGZONING: R-2GRANT PARKLOT 48OWNER:RICHARD GRAEVEZONING: R-2LOT 49OWNER:BENJAMIN MORITZZONING: R-2LOT 50OWNER:KATHERINE WISEZONING: R-2LOT 51OWNER:IBRAHIM ISMAILZONING: R-2LOT 52OWNER:ENES SALKICZONING: R-2GRANT PARKLOT 37OWNER:CHERI STONEBROOKZONING: R-2GRANT PARK
29'
B
/
B
31' B/B24' B/B 26' B/B60' ROW60' ROW29' B/B60' ROW29' B/BEX. 5' P.U.E.BK 2012, PG 10383 EX. 5' P.U.E.BK 2012, PG 10383
EX. 15' PUBLIC WATERMAIN EASEMENTBK 2021, PG 8824EX. 30' LANDSCAPEBUFFER EASEMENTBK 2021, PG 8821EX. 10' PUBLIC SAN.SEWER EASEMENTBK. 2012, PG 10384EX. 5' OVERLANDFLOWAGE EASEMENTBK. 2012, PG 10376EX. 5' PUEBK. 2012, PG 10376EX. 10' PUBLIC SAN.SEWER EASEMENTBK. 2012, PG 10384EX. 30' OVERLANDFLOWAGE EASEMENTBK. 2012, PG 10387EX. 10' PUEBK. 2012, PG 10383DST15"ST15"S
T
15
"ST15"DDST8"EX. INTAKEGUT=1028.32FL(E)=1024.91FL(SW)=1024.81EX. INTAKEGUT=1028.32FL(W)=1025.60EX. INTAKEGUT=1031.80FL(N)=1027.96FL(E)=1027.95FL(S)=1027.90EX. INTAKEGUT=1031.83FL(W)=1028.50ST 8"EX. INTAKERIM=1034.50EX. INTAKEGUT=1021.42FL(S)=1016.25FL(E)=1015.44FL(N)=1015.12FL(W)=1014.76EX. INTAKEGUT=1021.23FL(W)=1017.58LOT 8OWNER:ANDREW VANWEELDENZONING: R-2EX. 10' PUBLIC SAN.SEWER EASEMENTBK. 2012, PG 10384EX. 5' PUEBK. 2012, PG 10383GRIND EX. PCC CURB55'GRIND EX. PCC CURB39'(TO BE VACATED)REMOVE EX. 18" FES & PIPEEX. PARCEL371,204 SF8.52 Ac.35' BLDG SETBACK LINE35' BLDG SETBACK LINE
35' BLDG SETBACK LINE
35' BLDG SETBACK LINEINSTALL BEND AFTER VALVE& EXTEND HYDRANT LEAD 8'EAST, SALVAGE EX. HYDRANT(COORD. W/ PUBLIC WORKS)HYDDEMO NOTES:1.PROTECT ALL TREES NOT CALLED OUT FOR REMOVALWITH ORANGE CONSTRUCTION FENCE AT THE DRIP LINE.2.NO EXISTING SERVICES WILL NEED TO BE ABANDONEDWITH THIS PROJECT.EX. CONDITIONS / DEMO PLANC1.1REFERENCE NUMBER:3501 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 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WAUKEE UNITED METHODIST CHURCH
SITE PLAN / PRELIMINARY PLATEWM190437180471140304EWM2021-06-08 CITY SUBMITTAL2021-06-22 CITY SUBMITTAL2021-07-06 CITY SUBMITTAL210253PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080L:\LAND PROJECTS 2021\210253\DWG\C1 DEMO.DWG7/6/2021 10:37:08 AM
40,866 SFLOT 437,019 SF0.85 ACLOT 1TPROPOSED BLDG13,460 SF(380 SEATS)FFE=1034.50PROPOSED LAYOUT(REF. STONE PRAIRIE PLAT 7SITE PLAN BY OTHERS)HY DWVW8"W8"W8"W8"W8"W8"
W
8"
W
8"
W
8"W8"W8"W6"W6"W6"W6"W6"W6"W6"W6"HYDW6"W1"W1"W1"W1"W1"COCOFUTURE BLDG ADD.24,500 SF(MAX. 912 SEATS TOTAL)35' BLDG SETBACK LINE35' BLDG SETBACK LINE
FUTURE
24'x36' GARAGE
FF=1034.50
1511131315121212128111011131217'24'19'24'9'17'24'19'19'24'18'6'5" PCC WALK5" PCC WALK2
4
'19'12'-8"x9' TRASHENCLOSURE(REF. ARCH)NEW PAVEMENTW/ 6" CURB(REF. DETAIL, C6.1)NEW PAVEMENT
W/ 6" CURB
(REF. DETAIL, C6.1)
TURNED DOWN WALK
TURNED DOWN WALKADA SIGN, TYP.FLUSH PCC WALK16'NEW PAVEMENTW/ 6" CURB(REF. DETAIL, C6.1)CURB STOP, TYP.R1
5
'R15'R
4
0
'R5'R5'R3'R
3
'R3'R5'R5'R5'R
1
0
'ADA RAMP5'18'24'19'6'19'24'17'9'9'RAMP RAMPADA RAMP9'
2
4
'16'9'19'19'24'18'6'9'5'5'ADA RAMPSW/ DET. PANELS55'FUTURE LAYOUT(REF. STONE PRAIRIE PLAT 7SITE PLAN BY OTHERS)89.55'R3'3.5'R
3
'R3'R5'12917'9'
R
5
'R5'R1
5
'
R5'R10'9'1215R5'R20'R15'R5
'5'9'9'9'9'9'9'9'5'NEW PAVEMENTW/ 6" CURB(REF. DETAIL, C6.1)DTGMPR
O
P
O
S
E
D
10'
P
U
E
PROPOSED10' PUEPROPOSED 5'GAS EASEMENTPROPOSED10' PUEFUTURE 36'x60'OUTBUILDING35' BLDG SETBACK LINE
35' BLDG SETBACK LINEPROPOSED LOT 1WAUKEE UMC PLAT 1371,204 SF8.52 Ac.PROPOSED PRIVATE STORMWATER MANAGEMENTFACILITIES MAINTENANCEEASEMENTFUTURE PAVEMENT
FUTURE PAVEMENT 7" PCCAPRONFUTURE BLDG ADD.2,000 SFU/EU/EU/EU/EU/EGG
GGGGU/EU/EU/EU/EU/EGGGGGPROPOSED 10'
ELEC. EASEMENT SAN6"SAN6"SAN6"SAN6"SAN6"5'RAMPFUTURE
6" PCC DRIVE56.28'58.15'NO CURB 24'R8'R8'R2'R
2
'FUTURE WALKSTRUCTURALSTOOP, TYP.(REF. ARCH/STRCT)17.82'18.59'24'R
5
'R5'R15'R
4
'5'5'WALK BEHIND CURBR476'R15'R2
'W1"W1"W1"W1"WV5'5'
5'(12) BOLLARDS @ 5' O/C(REF. ELEC.)R2'
8'R10'
R10'
R10
'R10'16'TURNEDDOWN WALKTURNEDDOWN WALK12'x31' COVERED PATIO(REF. ARCH/STRCT)R35'5'16' MONUMENT SIGN(REF. ARCH.)FUTURESIGNCOSAN6"COS
A
N
6"COCOR
1
5
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9
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6
.
0
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2
'SE TELBY LANETELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
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
TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
U/E U/E U/E DWV DDDS(PUBLIC STREET-CONC. SURFACE)SE L.A. GRANT PKWY
(PUBLIC STREET-CONC. SURFACE)IIIIIIEX. WIRE FENCEU/ETELETELETELETELEU/EU/EU/EU/EW8"W8"W8"
W8"W8"
W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"G G G G G G G G G G G G G GST15"ST
15"
ST 15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST
15"
ST 15"
SAN 8"SAN 8"SAN
G G
SAN 8"SAN 8"
G G G
ST 15"ST 15"WVWVHYDWVWVSLOT 1OWNER:J4 NORTH, LLCZONING: C1-APART LOT 9OWNER:RANDOLPH H ALLISONKATHY L ALLISONZONING: R-2LOT 26OWNER:ANTHONY & GINA CLEMENZONING: R-2LOT 27OWNER:MAULIK & PRIYA SHROFFZONING: R-2WARRIOR RIDGE WARRIOR RIDGELOT 28OWNER:THOMAS J ESTLUNDLEAH M ESTLUNDZONING: R-2LOT 29OWNER:BRIAN S PORTZSUSAN M PORTZZONING: R-2LOT 30OWNER:BRIAN DRAKEZONING: R-2LOT 31OWNER:CHRISTOPHER R KAPLERZONING: R-2LOT 32OWNER:LINDSAY CHASEZONING: R-2LOT 33OWNER:STEVE & SHERI LUCASZONING: R-2ST15"EX. 25' OVERLANDFLOWAGE EASEMENTBK 2012, PG 10376EX. 20' SANITARYSEWER EASEMENTBK 2012, PG 1037660'
R
.
O
.
W
.
SE OXFORD DR.
SE GREENTREE DR.100' R.O.W.EX. 20' STORM SEWER
& OVERLAND
FLOWAGE EASEMENT
BK 2012, PG 10385ST18"ST18"ST18"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"GGGGGGGGGGGGGGGGU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EST15
"LOT 5OWNER:LUKE LICHTYZONING: R-2LOT 6OWNER:FANCIS FAMILY TRUSTZONING: R-2LOT 3OWNER:CHRISTOPHER STEVENSONZONING: R-2LOT 7OWNER:POONAM THAPAZONING: R-2WARRIOR
R
IDGE
WARRIOR
R
IDGE WARRIOR
R
IDGEEX. 10' P.U.E.BK 2012, PG 10383 EX. 25' OVERLANDFLOWAGE EASEMENTBK 2012, PG 10376EX. 10' PUEBK 2012, PG 10376HYDEX. 30' TEMP.CONSTRUCTIONEASEMENTBK 2021, PG 8815EX. 15' INGRESS/EGRESSEASEMENTBK 2021, PG 8815EX. INGRESS/EGRESS EASEMENTBK 2021, PG 8815STONE PRA
IR
IE
PLAT
7LOT 4OWNER:J4 NORTH, LLCZONING: C1-AEX. 10' PUEBK 2021, PG 8815EX. 5' GAS EASEMENTBK 2021, PG 8815EX. 10' PUEBK 2021, PG 8815EX. 5' GAS EASEMENTBK 2021, PG 8815(S00°19'16"W 720.66')(S83°18'12"W 119.52')(CH=238.96')(N63°38'29"W 138.71')(CH=93.98')(CH=34.58')(N85°00'47"E 468.25')(N03°58'45"W 52.88')N83°01'49"E 860.13'P50' 12 R.O.W.30' 1
2 R.
O
.
W
.DEEEX CONC. DRIVEST18"ST 8"GMGMSE OXFORD DR.
EX. CONC
EX. CONC
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LOT 38OWNER:TYLER DUDDINGZONING: R-2GRANT PARKLOT 48OWNER:RICHARD GRAEVEZONING: R-2LOT 49OWNER:BENJAMIN MORITZZONING: R-2LOT 50OWNER:KATHERINE WISEZONING: R-2LOT 51OWNER:IBRAHIM ISMAILZONING: R-2LOT 52OWNER:ENES SALKICZONING: R-2GRANT PARKLOT 37OWNER:CHERI STONEBROOKZONING: R-2GRANT PARK
29'
B
/
B
31' B/B24' B/B 26' B/B60' ROW60' ROW29' B/B60' ROW29' B/BEX. 5' P.U.E.BK 2012, PG 10383 EX. 5' P.U.E.BK 2012, PG 10383
EX. 15' PUBLIC WATERMAIN EASEMENTBK 2021, PG 8824EX. 30' LANDSCAPEBUFFER EASEMENTBK 2021, PG 8821EX. 10' PUBLIC SAN.SEWER EASEMENTBK. 2012, PG 10384EX. 5' OVERLANDFLOWAGE EASEMENTBK. 2012, PG 10376EX. 5' PUEBK. 2012, PG 10376EX. 10' PUBLIC SAN.SEWER EASEMENTBK. 2012, PG 10384EX. 30' OVERLANDFLOWAGE EASEMENTBK. 2012, PG 10387EX. 10' PUEBK. 2012, PG 10383DST15"ST15"S
T
15
"ST15"DDST8"ST 8"LOT 8OWNER:ANDREW VANWEELDENZONING: R-2EX. 10' PUBLIC SAN.SEWER EASEMENTBK. 2012, PG 10384EX. 5' PUEBK. 2012, PG 10383LAYOUT PLANC2.1REFERENCE NUMBER:3501 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 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WAUKEE UNITED METHODIST CHURCH
SITE PLAN / PRELIMINARY PLATEWM190437180471140304EWM2021-06-08 CITY SUBMITTAL2021-06-22 CITY SUBMITTAL2021-07-06 CITY SUBMITTAL210253PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080L:\LAND PROJECTS 2021\210253\DWG\C2 LAYOUT.DWG7/6/2021 10:37:21 AM
37,019 SF0.85 ACLOT 1T1037103
7 10361034PROPOSED BLDG13,460 SF(380 SEATS)FFE=1034.50PROPOSED LAYOUT(REF. STONE PRAIRIE PLAT 7SITE PLAN BY OTHERS)HY DWVW8"W8"W8"W8"W8"W8"
W
8"
W8"
W
8"W8"W8"W6"W6"W6"W6"W6"W6"W6"W6"HYDW
6"W1"W1"W1"W1"W1"COCO1032.001032.251032.251034.30FUTURE LAYOUT(REF. STONE PRAIRIE PLAT 7SITE PLAN BY OTHERS)EX1021.801034.421033.12G1033.261033.261034.001033.001033.10(OVERFLOW)1032.001034.001034.001034.001034.321034.501034.50EX1037.88EX1037.891034.421034.501033.00T/C1032.50G1033.50T/C1033.00G1033.50T/C1033.00G1033.50T/C1033.00G1033.50T/C1033.00G1033.50T/C1033.00G1033.751033.001034.001030.001031.10(OVERFLOW)1034.301034.301029.501029.001030.10(OVERFLOW)1030.461030.10(OVERFLOW)1032.00T/C1031.50G1031.00T/C1030.50G(OVERFLOW)1031.00T/C1030.50G(OVERFLOW)1033.00T/C1032.50G1031.75T/C1031.25G(OVERFLOW)1032.50T/C1032.00G1032.35G1032.50T/C1032.00G1033.00T/C1032.50GEX1036.14T/CEX1035.70GEX1035.98T/CEX1035.50GEX1037.05T/CEX1036.52GEX1036.50T/CEX1036.05G1032.75T/C1032.25G1032.50T/C1032.00G1032.00T/C1031.50G(OVERFLOW)1032.50T/C1032.00G1032.85T/C1032.30G(OVERFLOW)10
3
5
10
3
4
1
0
3
3
10331
0
3
5
1
0
3
4
1
0
3
3
10
3
2
1031
1032
1033
103110311034103310311030103010301030103110311020
1025
1020
1021102210231024 1022 1023 1024
10
2
4
102410261021D
TGMEX1028.24GEX1028.35GEX1028.52G1028.75G1028.57G1028.50T/C1028.00G(OVERFLOW)1031.80T/C1031.30G1031.80T/C1031.30G1031.75T/C1031.25G1037103810351032 10311030102910281029
TOP=1030.201029.00T/C1028.50G10241016
1016
1017
1017 EX1028.15T/CEX1028.49T/CEX1029.14T/CEX1029.51T/CEX1029.87T/CEX1030.14T/CEX1030.62T/CEX1031.35T/CEX1032.25T/CEX1033.24T/CEX1034.39T/CEX1036.01EX1036.11PR
O
P
O
S
E
D
10'
P
U
E
PROPOSED10' PUEPROPOSED 5'GAS EASEMENTPROPOSED10' PUEEX1028.51EX1028.59PROPOSED PRIVATE STORMWATER MANAGEMENTFACILITIES MAINTENANCEEASEMENT1028.871028.951028.871028.921028.821028.871029.521029.891029.601029.971030.331030.601031.081031.801032.711033.701034.851030.251030.521031.001031.731032.631033.621034.771029.141029.191029.191029.241030.38103810371035TOP=1038.50U/EU/EU/EU/EU/EGGGGGGU/
E
U/EU/EU/EU/EGGGGGPROPOSED 10'
ELEC. EASEMENT SAN6"SAN6"SAN6"SAN6"SAN6"10331034.421034.001017.5
1017.5
1009.5
1009.5
1033.061034 10321
0
3
2
1033103310331
0
3
3
10331034
1035
103610351033103410
35
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1030
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1%
1%1%1%4.3%1033.90G1.5%1033.70G1033.28G1033.48G1.5%1033.54(OVERFLOW)1.1%
1.1%1.5%1.5%1.5%1032.80G1.0%1033.961034.461034.40T/C1033.90G1%
1%
1%0%5.6%0%0%1034.460%0%1%
1%1035.50T/C1035.00G1035.601036.00T/C1035.50G3.5%1032.75T/C1032.25G1033.15T/C1032.65G(OVERFLOW)1032.90T/C1032.40G1033.35T/C1032.85G1033.15T/C1032.65G1033.00T/C1032.50G1036.50T/C1036.00G1035.00T/C1034.50G1035.40T/C1034.90G1035.60T/C1035.10G1034.75T/C1034.25G1035.00T/C1034.50G1035.40T/C1034.90G1036.75T/C1036.25G1036.50T/C1036.00G1034.25T/C1033.75G1034.00T/C1033.50G1033.90T/C1033.40G10331033.65G1034.25G1034.50G1034.50G3.5%1.0%1034.001034.0010331032
1036.10T/C1035.60G1036.40T/C1035.90G1036.30T/C1035.70G2.0%2.0%2.0%4:14:14:14:14:14:1
3.0%2.0%2.0%2.0%2.1%3.0%2.5%1.5%(TEMP.)2.0%2.0%2.0%1.5%(TEMP.)1.5%(TEMP.)2.
0
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3.3
%
2.
0%
3%11:1EX1037.85EX1037.67EX1037.371037
10:1
10:1
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0
%5.0%1.5%(TEMP.)1034
4:1
4:14%
4%
4%
4%1.5%
1.5%
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Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WAUKEE UNITED METHODIST CHURCH
SITE PLAN / PRELIMINARY PLATEWM190437180471140304EWM2021-06-08 CITY SUBMITTAL2021-06-22 CITY SUBMITTAL2021-07-06 CITY SUBMITTAL210253PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080GRADING 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 2021\210253\DWG\C3 GRADING.DWG7/6/2021 10:37:39 AM TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ONALL GREEN (NON-PAVED) AREAS.3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OFSUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITEFREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS;REASONABLE FREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS,WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGNMATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.ADA GRADING DETAIL 'A'SCALE: 1"=20'SE TELBY LANESTORM WATER FACILITIES MAINTENANCE REQUIREMENTS:THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF THE WET DETENTION AREA ASDEFINED BELOW FROM THE APPROVED MAINTENANCE COVENANT:1.STORM WATER FACILITIES (INCLUDING PIPES, INLETS, AND OUTLETS) SHALL BEANNUALLY INSPECTED AND MAINTAINED IN SUBSTANTIAL COMPLIANCE WITH THEAPPROVED STORM WATER MANAGEMENT PLAN.2.TRASH, LITTER, DEBRIS OR OBSTRUCTIONS SHALL BE PROMPTLY REMOVED FROMTHE STORM WATER FACILITIES.3.MOW ON A REGULAR BASIS TO MAINTAIN THE VEGETATION AT THE HEIGHTDESIGNED ON THE ORIGINAL DESIGN TO PREVENT EROSION.4.ON A MONTHLY BASIS DURING THE GROWING SEASON, PLANT, MAINTAIN ANDREPLANT AS NECESSARY PERMITTED VEGETATION.5.CONDUCT QUARTERLY INSPECTIONS FOR ANY DEFECTS, OBSTRUCTIONS, OR ANYCHANGES IN THE ORIGINAL DESIGN.6.REMOVE ANY ACCUMULATED SEDIMENT FROM THE OUTLET STRUCTURES ANDREMOVE ANY SEDIMENT GREATER THAN THE ORIGINAL DESIGN DEPTH.7.ALL REPAIRS SHALL CONFORM TO THE ORIGINAL DESIGN.8.MAINTAIN THE STORM WATER MANAGEMENT FACILITY TO ASSURE THEEFFECTIVENESS FOR STORM WATER RUNOFF FOR THE BENEFITED PROPERTY.
37,019 SF0.85 ACLOT 1T1037103
7 10361034DNPROPOSED BLDG13,460 SF(380 SEATS)FFE=1034.50PROPOSED LAYOUT(REF. STONE PRAIRIE PLAT 7SITE PLAN BY OTHERS)HY D396 LF-8" WATER MAIN
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Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WAUKEE UNITED METHODIST CHURCH
SITE PLAN / PRELIMINARY PLATEWM190437180471140304EWM2021-06-08 CITY SUBMITTAL2021-06-22 CITY SUBMITTAL2021-07-06 CITY SUBMITTAL210253PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080L:\LAND PROJECTS 2021\210253\DWG\C4 UTILITY.DWG7/6/2021 10:37:57 AM 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.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.5.ALL FIRE HYDRANTS SHALL TO HAVE 5 INCH STORZ FITTINGS.6.GREASE INTERCEPTOR SHALL MEET WRA SPECIFICATIONS ASSOCIATED WITH SAMPLE PORTS,CLEAN OUTS AND VENTING (REF. MECH. PLANS FOR DETAILS).
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7 10361034PROPOSED BLDG13,460 SF(380 SEATS)FFE=1034.50PROPOSED LAYOUT(REF. STONE PRAIRIE PLAT 7SITE PLAN BY OTHERS)HY DWVW8"W8"W8"W8"W8"
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ELEC. EASEMENT SAN6"SAN6"SAN6"SAN6"SAN6"1017.5
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6"COCOWVHYD LANDSCAPE NOTES:1.ALL SODDING, SEEDING, & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.AREAS DISTURBED OUTSIDE OF THE ESTABLISHED PROJECT AREA FOR THIS SUBMITTAL ARE TO BE STABILIZED WITH A TEMPORARY SEEDING.3.SOD ALL DISTURBED AREAS UNLESS NOTED OTHERWISE ON PLAN EXCEPT FOR AREAS AT FRONT OF BUILDING AS SHOWN ON PLAN (SEE LEGEND BELOW). LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINALLIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.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 UNTIL AFTERACCEPTANCE 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 THROUGHOUT THE PLANTESTABLISHMENT 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 EXISTING UTILITIES.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT AND MUST BE APPROVED BY THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.12.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.14.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.15.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED.LANDSCAPE PLANC5.1REFERENCE NUMBER:3501 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 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WAUKEE UNITED METHODIST CHURCH
SITE PLAN / PRELIMINARY PLATEWM190437180471140304EWM2021-06-08 CITY SUBMITTAL2021-06-22 CITY SUBMITTAL2021-07-06 CITY SUBMITTAL210253PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE0502550100DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH4" DEEP HARDWOOD MULCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PIT3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.DECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOIL4" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:L:\LAND PROJECTS 2021\210253\DWG\C5 LANDSCAPE.DWG7/6/2021 12:04:21 PM
LANDSCAPE REQUIREMENTS:TOTAL AREA OF LOT371,204 SFTOTAL REQUIRED OPEN SPACE (20%) 74,241 SFOPEN SPACE TREES REQUIRED (1/1000 SF OF REQ. OPEN SPACE)(74.2) 75OPEN SPACE SHRUBS REQUIRED(1/1000 SF OF REQ. OPEN SPACE)(74.2) 75TOTAL PROPOSED TREES80TOTAL PROPOSED SHRUBS1204" DEPTH SHREDDED HARDWOODMULCHSCARIFY SIDES & BOTTOM OFPLANTING PITEVERGREEN TREE PLANTING (B&B)NOT TO SCALESCALE:CUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADE3'-0"DO NOT PLACE MULCH INCONTACT WITH BASE OF TREESET ROOTBALL FLUSH WITHFINISHED GRADEEVERGREENS WITH DAMAGEDCENTRAL LEADER WILL BEREJECTEDPLANTING SCHEDULESOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTION DEBRIS AND ANY DIRTCLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TO MAINTAIN WATERING UNTIL SOD ISESTABLISHED (ROOTS KNITTED INTO SUBSURFACE)HYDRO MULCH: HYDRO MULCH ALL SEEDED AREAS: WOOD CELLULOSE HYDRAULIC MULCH WITH TACKIFIER SHALL BEAPPLIED AT A RATE OF 2,500 LBS PER ACRE.SEED MIX 1: 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 PER UNITED SEEDS TECH BULLETIN FOR SEEDTYPE. OVERSEEDING (IF REQUIRED) TO BE INSTALLED AT 220 LBS PER ACRE.SEED MIX 2: LOW GROW GRASS AND WILDFLOWER MIX: SEED TYPE TO BE "LOW GROW GRASS AND WILDFLOWER MIXTURE" SUPPLIED BY UNITEDSEEDS (OR APPROVED EQUAL). INSTALL SEED WITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 30 LBS PER ACRE. SEEDING DATES, SITEPREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE.
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RO3CO3RO3WO2CO2BH3RB3SW2RB1RB1LL1SH3SS1NP1NP1ER3RO3BX10GF5GF5AV6LANDSCAPE PLANC5.2REFERENCE NUMBER:3501 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 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WAUKEE UNITED METHODIST CHURCH
SITE PLAN / PRELIMINARY PLATEWM190437180471140304EWM2021-06-08 CITY SUBMITTAL2021-06-22 CITY SUBMITTAL2021-07-06 CITY SUBMITTAL210253PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE020102040L:\LAND PROJECTS 2021\210253\DWG\C5 LANDSCAPE.DWG7/6/2021 12:04:37 PM
SOD DISTURBED AREA ADJACENT TO NEWCONCRETE WALK
TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELEU/E U/E U/E U/E U/E U/E U/E U/E U/E
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7 10361034W8"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"HYDW6"W
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1"W1"W1"W1"W1"TPROPOSED10' PUEU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EGGGGGGGGU/EU/EU/EU/EU/EU/EGGGGGGGGGGPROPOSED 10'
ELEC. EASEMENTW1"W1"W1"W1"W1"W1"W1"W1"W1"WVWVRO1NS2BH1SW1BH1NS3WO1WP2BH3SS1SS1SH1SH2SH2SH1LL1ER3SW1SW1SW1CO2SD16PV4KR17AJ3SD6CP1ZC4PV2GF5NP1MK6FS4MK3FS4SW1AV5LL4AW`27WP3AC7AC4PV9DK9CP1LANDSCAPE PLANC5.3REFERENCE NUMBER:3501 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 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WAUKEE UNITED METHODIST CHURCH
SITE PLAN / PRELIMINARY PLATEWM190437180471140304EWM2021-06-08 CITY SUBMITTAL2021-06-22 CITY SUBMITTAL2021-07-06 CITY SUBMITTAL210253PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE020102040L:\LAND PROJECTS 2021\210253\DWG\C5 LANDSCAPE.DWG7/6/2021 12:04:50 PM
DETAILS SHEETC6.1REFERENCE NUMBER:3501 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 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WAUKEE UNITED METHODIST CHURCH
SITE PLAN / PRELIMINARY PLATEWM190437180471140304EWM2021-06-08 CITY SUBMITTAL2021-06-22 CITY SUBMITTAL2021-07-06 CITY SUBMITTAL210253PRELIMINARY- NOT FOR CONSTRUCTIONL:\LAND PROJECTS 2021\210253\DWG\C6 DETAILS.DWG7/6/2021 10:38:47 AM
SEE SECTION DETAIL 'A'AT RIGHTSECTION DETAIL 'A'CASTING SUPPORT PAD6"X45 DEGREEBEND10'-0" MIN.18"X18"X6" THICKSQUARE CONCRETE PADPVC PIPE STUBFITTING CLEANOUTADADPTERTHREADED PLUGTERMINATION OF SERVICE LINEWYE FITTINGSIDEWALK DETAILSCALE NONE5C6.1FINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDEWIDTH PER PLAN5" PCC (UNLESS NOTED OTHERWISE)NOTE: SLOPE SIDEWALK IN ACCORDANCEWITH GRADING PLAN, 1.5% CROSS SLOPE12"SLOPE PER PLANS 1.5% MAX CROSS SLOPEROADWAY PAVEMENT6" MAX24" MIN(DIRECTION SHOWN ON GRADING PLANS)VARIES1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1"1" NOMINALNOTES:*IMPORTANT:* 1" EXPANSION JOINT BETWEENROADWAY PAVEMENT AND WALK MUST BEINSTALLED TO FULL DEPTH OF SLAB.FINISH W/ 3/4" RADIUS TOOLSEALED 'E' JOINTSEE DETAIL A& NOTESSEE PAVEMENT SECTIONFOR SUBGRADE INFOIF ROCK IS USED UNDERROADWAY PAVEMENT, CONTINUEROCK UNDER SIDEWALKPAVEMENT, MATCH SECTIONSEALED 'E' JOINTSEE DETAIL A& NOTESBUILDING WALL(WHERE APPLICABLE)5"
5"#4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALLBE EPOXY COATED6"TURNED DOWN WALK DETAILSCALE NONE2C6.1STD. PCC PAVEMENT SECTIONSCALE NONE1C6.1R 2"R 1"MATCH PAVEMENTTHICKNESS6"4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS(4000 PSI)PCC6" PCC, UNLESSNOTED OTHERWISEPER PLAN(4000 PSI)SANITARY CLEANOUT DETAILSCALE NONE8C6.1 MUTCD R7-8 (RESERVED PARKING) SIGN2" ROUND GALVANIZEDSTEEL PIPE PAINTED BLACKMUTCD R7-8a OR R7-8b (VAN ACCESSIBLE)PER ADA REQUIREMENTS60"HC PARKING SIGN DETAILSCALE NONEINSTALL POLE 1' FROM BACK OF WALK,DIRECT BURY POLE 4' MIN INTO GROUNDORANCHOR IN PCC PAVING W/ GALVANIZEDSTEEL PLATE (8"x8"x14") & (4)-12"x4"STAINLESS STEEL EXPANSION BOLTS4C6.1BACK OF CURBFACE OF CURBEDGE OF TURNED DOWN WALKSIDEWALK PAVEMENTGRASS/LANDSCAPINGROADWAY PAVEMENTPLAN VIEWCURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE6C6.1XXX#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 NONE14C6.15"NYLOPLAST COUPLING(ADS CODE 1579 AG) SCH. 40 PVC TO N-12(REDUCING COUPLING AS NECESSARY)SCH. 40 PVC ROOFDRAIN LINE (REF MECH)HDPE STORM SEWER(SEE SITE PLAN)ROOF DRAIN CONNECTION DETAILSCALE NONE13C6.1POND OUTLET STRUCTURE #D1 DETAILSCALE NONE12C6.13.8" DIAMETER OPENINGIN BOTTOM CENTER OF WEIR WALLPLAN VIEWELEV=1017.38ELEV=1021.00INSTALL 6" THICK PCC WEIR WALLACROSS MIDDLE OF STRUCTURE18" OUTLET PIPEPROFILE VIEWRIM ELEV=1023.00EPOXY OR CEMENT BOTTOM OFWEIR WALL TO MAKE WATERTIGHT18" INLET PIPESW-602 TYPE G CASTINGINSTALL 6" THICK PCCWEIR WALL ACROSSMIDDLE OF STRUCTUREMODIFIEDSW-402 MH (4'x4')CITY OF WAUKEE FLARED END SECTION DETAILSCALE NONE11C6.1NORMAL POND ELEVATIONPOND BOTTOM4'1'100-YEAR ELEVATION3'1'5'24" MIN DEPTHCLAY LINER1'
1.5'
1'FLEXAMAT TO EXTENDFROM 1' BELOW NORMALPOND TO 1' ABOVEDETENTION POND CROSS SECTIONSCALE NONE9C6.1CLAY LINER TO EXTENDMIN. 2' ABOVE NORMALPOOL ELEVATIONCITY OF WAUKEE HYDRANT DETAILSCALE NONE10C6.10" TO 6"10.8" DIAMETER OPENINGIN WEIR WALLELEV=1018.50MODIFIEDSW-402 MH (4'x4')10:11'SUDAS TYPE 2.D RECP(REF. SHEET C7.1 FOR LIMITS)5/8"RESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1"NOTES:*IMPORTANT:* 1" EXPANSION JOINT BETWEENROADWAY PAVEMENT AND WALK MUST BEINSTALLED TO FULL DEPTH OF SLAB.6"12"24" MINSIDEWALK BEHIND CURB DETAILSCALE NONEC6.17EXISTING ORPROPOSED CURB(SEE PLAN &OTHER DETAILS)SEALED 1"EXPANSION JOINT#4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALL BEEPOXY COATED12"SLOPE PER PLANS 1.5% MAX CROSS SLOPEROADWAY PAVEMENT24" MIN(DIRECTION SHOWN ON GRADING PLANS)VARIESRESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALDETAIL A: NOT TO SCALE1"1" NOMINALNOTES:*IMPORTANT:* 1" EXPANSION JOINT BETWEENROADWAY PAVEMENT AND WALK MUST BEINSTALLED TO FULL DEPTH OF SLAB.SEALED 'E' JOINTSEE DETAIL A& NOTESSEE PAVEMENT SECTIONFOR SUBGRADE INFOIF ROCK IS USED UNDERROADWAY PAVEMENT, CONTINUEROCK UNDER SIDEWALKPAVEMENT, MATCH SECTIONSEALED 'E' JOINTSEE DETAIL A& NOTESBUILDING WALL(WHERE APPLICABLE)5"
5"#4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALLBE EPOXY COATED6"FLUSH WALK DETAILSCALE NONE3C6.1NOTE:REFERENCE SHEET C3.1 FORMAINTENANCE REQUIREMENTS
37,019 SF0.85 ACLOT 1T1037103
7 10361034DNPROPOSED BLDG13,460 SF(380 SEATS)FFE=1034.50PROPOSED LAYOUT(REF. STONE PRAIRIE PLAT 7SITE PLAN BY OTHERS)HY DWVW8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"W6"W6"W6"W6"W6"W6"HYDW6"W1"W1"W1"W1"W
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F8' WIDE FLEXAMATSTD. W/ CURLEX IIUNDERLAYMENTSUDAS TYPE2.D RECP100-YR=1021.00NWL=1017.50PROPOSEDDETENTION POND100-YR HWL=1021.00NWL=1017.50BOTTOM=1009.50(REF. DETAIL, 8/C6.1)TEMPORARY INLETPROTECTION, TYP.SITESWPPPC7.1REFERENCE NUMBER:3501 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 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WAUKEE UNITED METHODIST CHURCH
SITE PLAN / PRELIMINARY PLATEWM190437180471140304EWM2021-06-08 CITY SUBMITTAL2021-06-22 CITY SUBMITTAL2021-07-06 CITY SUBMITTAL210253PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE040204080STORM WATER POLLUTION PREVENTION PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKENFROM EXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS.THE EXACT LOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED INTHE FIELD. IT SHALL BE THE DUTY OF THE CONTRACTOR TODETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THANTHOSE SHOWN ON THE PLANS MAY BE PRESENT.L:\LAND PROJECTS 2021\210253\DWG\C7 SWPPP.DWG7/6/2021 10:39:03 AM
QUANTITY ESTIMATE:EROSION CONTROL FENCE 1,760 LFTEMP. INLET PROTECTION 17 EAFLEXAMAT W/UNDERLAYMENT 5,550 SFSUDAS TYPE 2.D RECP 25,500 SFSEED/SOD 6.9 ACNOT 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 BAGSTABILIZED ENTRANCE20'x50'-6" DEEP, 2-3/4" GRAVEL DRIVEW/ GEOTEXTILE UNDERLAY120SILT FENCE (TYP)SWPPP LEGEND:EXISTING CONTOURPROPOSED CONTOUR120SFSFSFTOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ON ALL GREEN(NON-PAVED) AREAS.3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING,NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL,CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH INDIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5;CONTAINING MINIMUM 4 PERCENT AND MAXIMUM 20 PERCENT ORGANICMATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.EROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVEFOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE.ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDEREDINCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT ANDWILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARYDEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDESGENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TOUPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARYTO COMPLY WITH SAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TOCONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORMSEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVINGIS COMPLETED AROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILTFENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETEWASHOUT IN ACCORDANCE WITH SUDAS DURING ALL CONCRETE WORK.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALLFEDERAL, STATE AND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.10.IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALLDISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY BY TEMPORARYEROSION CONTROL MEASURES. TEMPORARY CONTROL MEASURES MAYINCLUDE APPLYING MULCH AND TACKING IT IN.11.TEMPORARY SEEDING MIX SHALL BE SUDAS TYPE 4 MIXTURE.12.CONTRACTOR SHALL ENSURE THAT CONCRETE SLURRY FROM CONCRETEOPERATIONS AND WET SAW CUTTING IS NOT ALLOWED TO ENTER ANYSTORM SEWER, DRAINAGE DITCH OR WATER OF THE STATE.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERALPERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITEDTO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.VICINITY MAPNOT TO SCALE: