HomeMy WebLinkAbout2020-10-05-J09 Safe Splash_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: October 5, 2020
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Safe Splash
(1175 SE University Avenue)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Safe Splash, requests approval of a site plan to allow the
construction of a single-story, 6,500 square foot building. A trash enclosure is
provided at the southeast corner of the site and a monument sign at the
northwest corner of the site.
The applicant has provided elevations for the proposed 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 September 29, 2020 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval of a Site Plan for Safe Splash (1175 SE University Avenue)
Senior Planner, Andy Kass, introduced the request for approval of a site plan for an indoor swim
school as submitted by the applicant, Safe Splash. The subject property is generally located north of
SE University Avenue and east of SE Alice’s Road, and contains approximately 1.19 acres.
Mr. Kass advised that the site plan indicated the construction of a single story building that is
approximately 6,500 square feet in size to be used for an indoor swim school. A trash enclosure is also
identified at the southeast corner of the site and a monument sign is shown on the northwest corner of
the site. There are several accesses into the site from privately owned, shared accesses. The site will be
services with all public utilities and Stormwater detention is provided by the regional detention basin
located to the west of the subject site. At this time, the parking, landscaping and open space,
elevations, and lighting plans meet the requirements of the site plan ordinance.
Staff would recommend approval for the site plan subject to any remaining staff comments.
Commissioner Streit questioned if the trash bins had the appropriate access for waste
management on the site. Brad Kuehl, a representative of the applicant, advised that the area
wasn’t ideal, but that it was accessible for waste management purposes.
Commissioner Broderick questioned if the address is off of SE University Avenue due to the
front facing access being unnamed. Mr. Kass advised that was correct, and that the building
would have the address on the side of the building that faces SE University. Commissioner
Broderick also questioned if the post office is consulted during addressing. Mr. Kass advised
J9
no, the post office receives the addressing and maps from City Staff. Commissioner Hoifeldt
related the situation to the Hy-vee store on Hickman which has a Hickman Road address, but
is not directly accessible off of Hickman road.
Commissioner Hoifeldt moved to approve the Site plan for Safe Splash subject to any remaining staff
comments. Commissioner Ward seconded the motion. Ayes: Ward, Koshy, Inman, Streit, Broderick,
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 2020-
APPROVING THE SITE PLAN FOR SAFE SPLASH
(1175 SE UNIVERSITY AVENUE)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Safe Splash, subject to remaining staff comments on September 29, 2020; AND,
WHEREAS, the Site Plan for Safe Splash is in general conformance with §160 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Safe Splash 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 5th day of October, 2020 that the Site Plan for Safe Splash 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: Safe Splash – Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner
REPORT DATE: September 22, 2020
MEETING DATE: September 29, 2020
GENERAL INFORMATION
Owner: Greater Iowa Credit Union
Applicant: Safe Splash
Owner’s Representative:
Brad Kuehl, Bishop Engineering
Request: The applicant is requesting approval of a site plan for
an indoor swim school.
Location and Size: Property is generally located north of SE University
Avenue and east of SE Alice’s Road, containing
approximately 1.19 acres.
Property Address: 1175 SE University Avenue
AREA MAP
ABOVE: Aerial of Property identifying the proposed plat (outlined in BLUE).
September 22, 2020
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant –
Undeveloped Community
Commercial
C-1 (Community and Highway Service
Commercial District)
North Vacant –
Undeveloped Community
Commercial
C-1A / PD-1 (Neighborhood
Commercial District / Planned
Development District)
South Vacant –
Undeveloped
Community
Commercial
C-1A / PD-1 (Neighborhood
Commercial District / Planned
Development District)
East Daycare (Traditions
Children’s Center)
Community
Commercial
C-1A / PD-1 (Neighborhood
Commercial District / Planned
Development District)
West Commercial Community
Commercial
C-1A / PD-1 (Neighborhood
Commercial District / Planned
Development District)
PROJECT DESCRIPTION
The project includes the construction of a single-story building that is approximately 6,500 square feet in area.
The building will be used for an indoor swim school. The main entrance to the building is located along the
north.
A trash enclosure is proposed at the southeast corner of the site and a monument sign is shown at the
northwest corner of the site, along the private street to the north.
ACCESS AND PARKING
There are several accesses into this site from the surrounding properties. These are all private, shared
accesses. There are several different ways to get into this site from the surrounding public streets.
A total of 26 parking spaces are required for this facility. The total amount of parking proposed is 43 spaces
including 2 accessible stalls.
SIDEWALKS/TRAILS
No public sidewalks or trails are proposed with this project. Sidewalks are proposed interior to the site in
order to provide pedestrian connections from the parking lot to the proposed building and around the
building.
UTILITIES
This site will be serviced with all public utilities. Storm water detention is provided with a regional detention
basin located to the west of the subject site.
September 22, 2020
3 of 3
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 36%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance.
ELEVATIONS
The elevations of the building are proposed to be constructed mostly of stone, fiber cement board and
aluminum storefront. The trash enclosure will be constructed of the same stone to match the building and will
include steel gates.
MISCELLANEOUS:
The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the
lighting requirements of the Site Plan Ordinance.
COMPREHENSIVE PLAN
The comprehensive plan classifies the subject property as Community Commercial. The Community
Commercial classification provides a variety of uses that would serve the community and are located along
minor or major arterials.
STAFF RECOMMENDATION
The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff
recommends approval of the site plan for Safe Splash subject to remaining staff comments.
SAFE SPLASH - WAUKEE, IOWASITE PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOT 4 WILLIAMS POINTE PLAT 15SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY AND ALLEASEMENTS OF RECORD.1.19 ACRES (51,973 SQUARE FEET)ADDRESS:1175 SE UNIVERSITY AVENUEWAUKEE, IA 50263OWNER:GREATER IOWA CREDIT UNION801 LINCOLN WAYAMES, IA 50010PREPARED FOR:SAFE SPLASH221 4TH STREETWATERLOO, IA 50703ATTN: JESSICA KOENIG319-232-6641PROJET MANAGER:BISHOP ENGINEERING3501 104TH STREETDES MOINES, IA 50322ATTN: BRAD KUEHL515-276-0467ZONING:C-1A NEIGHBORHOOD COMMERCIAL DISTRICTPD - PLANNED DEVELOPMENT DISTRICT (OVERLAY)FRONT YARD SETBACK = 30 FEETSIDE YARD SETBACK = 30 FEETREAR YARD SETBACK = 30 FEETBUILDING HEIGHT =20 FEET PARAPET, 26 FEET ENTRYPARKING REQUIREMENTS:4 SPACES PER 1,000 SFPARKING REQUIRED = (6500/1000)*4 = 26 STALLSPARKING PROVIDED = 43 STALLS (INC. 2 HC STALLS)OPEN SPACE REQUIREMENTS:20% OPEN SPACE REQUIREDTOTAL SITE AREA = 51,973 SF OPEN SPACE REQUIRED = 10,395 SF (20%) OPEN SPACE PROVIDED = 18,730 SF (36%)IMPERVIOUS SURFACE:TOTAL SITE AREA = 51,973 SF EXISTING IMPERVIOUS= 11,541 SF PRIVATE ROAD PROPOSED IMPERVIOUS = 6,500 SF BUILDING= 15,202 SF DRIVE/PARKING= 33,243 SF TOTAL (64%)BENCHMARK:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 12A)POINT #1NORTHING = 588218.28EASTING = 1543568.73ELEVATION = 1036.07DESCRIPTION: 1/2" IRON ROD BPC 18381NW CORNER OF LOT 7POINT #8NORTHING = 587885.58EASTING = 1543827.57ELEVATION = 1042.17DESCRIPTION: 1/2" IRON ROD BPC 18381SE CORNER OF LOT 7VICINITY MAPSCALE: NOT TO SCALECOPYRIGHT 2019 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV 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 SHEETC1.1SITE SURVEYC2.1LAYOUT PLANC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANC6.1DETAILS SHEETC7.1SWPPPUTILITY 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 AN 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.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 6/12/2020. SEE SITE SURVEYPROVIDED AS PART OF THIS SET OF PLANS FOR EXISTING SITE CONDITIONS AND BOUNDARYINFORMATION.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDAS STANDARD SPECIFICATIONS AND ANYAND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE 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 REPAIRED AT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THECONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THECONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESFOR STREETS AND HIGHWAYS."6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROMVARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOWDURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR ATTHE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THENPERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FORLABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERSREPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OFNATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THEEND OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAYUNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITESFOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.17.PROPOSED SITE IMPROVEMENTS SHALL NOT INTERFERE WITH OR DELAY ALICE'S ROAD IMPROVEMENTS CONTRACTOR. SITE OWNER'S CONTRACTOR SHALLCOORDINATE WITH ALICE'S ROAD CONTRACTOR AND CITY STAFF.18.ANY PROPOSED CHANGES TO THE PLAN SET SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.19.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OFWAUKEE DEVELOPMENT SERVICES DEPARTMENT.20.SURFACED ACCESS TO PAVEMENT WILL BE REQUIRED IF DEVELOPER DOES NOT PROVIDE PAVED ROAD PRIOR TO THIS SITE BEGINNING CONSTRUCTION.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREASSHALL BE SODDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGNOFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PLANEL(S) AS PER A.D.A. REGULATIONS. PANELTYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALLHANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODESSHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND STORMSEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (JOEL JACKSON AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IFDETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVEBEEN RECTIFIED.4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BERAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TOREMAIN IN SERVICE.6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE IICONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.7.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THEWATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.8.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETEDPRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION.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 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 OFWAUKEE.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 NOTIFYTHE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.14.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.15.ALL HYDRANTS ARE TO HAVE 4" STORZ FITTINGS16.CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT.17.CITY OF WAUKEE TO WITNESS ALL TESTING OF UTILITES3501 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
SAFE SPLASH
WAUKEE, IOWA190663PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2019\190663 - SPLASH PAD - COVE AT KETTLESTONE\DWG\C0 COVER.DWG9/21/2020 3:45:30 PM 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 MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN / MECDSMDesignLocates@midamerican.com)2. STORM AND SANITARY (CITY OF WAUKEE / troyer@waukee.org)3. FIBER OPTIC (MI-FIBER / jack@grm.net)4. CABLE (MEDIACOM / pmay@mediacomcc.com)5. GAS (CITY OF WAUKEE / troyer@waukee.org)6. WATER (CITY OF WAUKEE / troyer@waukee.org)EARTHWORK BALANCE NOTES:1.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAIDFOR SEPARATELY. CONTRACTOR RESPONSIBLE FOR MAKING THE SITE EARTHWORK BALANCE.2.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECTPLANS AND SPECIFICATIONS.FIELD TILE NOTES:1.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, ORCONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE. CONNECT TO STORM SEWER WITH ANINSERT-A-TEE OR DIRECTLY TO A STORM STRUCTURE.2.IT IS ANTICIPATED THAT THE SITE CONTAINS FIELD TILES, HOWEVER, LIMITED INFORMATION IS AVAILABLE.3.THIS WORK WILL BE ELIGIBLE FOR A CHANGE ORDER IF, AND ONLY IF, PROPOSED SITE STORM SEWER IS NOT WITHIN 50FEET OF THE FIELD TILE.4.CONTRACTOR SHALL PROVIDE AS-BUILTS OF FIELD TILES TO BISHOP ENGINEERING.PAVEMENT SAWCUT NOTES:1.CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO BRAD KUEHL, BISHOP ENGINEERING (515-276-0467 ORBKUEHL@BISHOPENGR.COM) PRIOR TO ANY CONCRETE PAVEMENT INSTALLATION.2.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED WITHOUT AN APPROVED PLAN.3.LONGITUDINAL JOINTS IN DRIVE LANES & THE OUTER MOST JOINT OF ALL PARKING AREAS SHALL BE SUDAS TYPE'L-1' OR 'L-2' JOINTS AND HAVE STEEL. INTERIOR PARKING LOT JOINTS, OTHER THAN THE OUTER MOST JOINT, DONOT NEED STEEL AND SHALL BE SUDAS TYPE 'B' OR TYPE 'K' JOINTS.4.ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'SWORK JOINT.SITEC0.1, C2.1-C4.1, C7.1SWPPP & TOPSOIL NOTES:1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT BRADKUEHL (515-276-0467) FOR A COPY OF THE SWPPP.2.NPDES PERMIT AUTHORIZATION NUMBER: ___________3.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS ANDDRAINAGE WAYS WILL NEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS. SEE SWPPPSHEET AND NARRATIVE FOR ADDITIONAL DETAILS.MONUMENT AND BUILDING SIGNAGE:1. ALL MONUMENT SIGNS ARE SUBJECT TO REVIEW BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL SIGN PERMITS PRIOR TO INSTALLATION OF ANY GROUNDOR BUILDING SIGNAGE AND SHALL ENSURE COMPLIANCE WITH ALL CITY REGULATIONS.CONSTRUCTION TIMING NOTES:FALL 2020 CONSTRUCTION STARTSUMMER 2021 SUBSTANTIAL COMPLETIONFIRE DEPARTMENT ACCESS NOTES:1.AN APPROVED FIRE APPARATUS ACCESS ROAD SHALL BE PROVIDED FOR ALL BUILDINGS, ORPORTIONS OF A BUILDING AS SOON AS VERTICAL CONSTRUCTION OF THE BUILDING COMMENCES.2.FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF 503.2 AND SHALLEXTEND TO WITHIN 100 FEET OF ALL EXTERIOR PORTIONS OF THE BUILDING AS MEASURED BY ANAPPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING.PRELIMINARYSE Olson DrSE Brick Dr
SE Florence Dr
Waco Place
SE Olson Dr
HYDTBM: BURY BOLTELEV=1052.16HYD TBM: BURY BOLTELEV=1051.09CP #9400CP #9401CP #9402CP #9403DEX STORM MHRIM=1051.23FL(SW)=1048.78FL(E)=1048.73DEX STORM MHRIM=1051.41FL(NE)=1047.21FL(NW)=1047.16DEX STORM MHRIM=1054.25FL=1046.35FL(NW)=1046.20DEX STORM MHRIM=1052.84FL(SE)=1045.39FL(W)=1045.04WVEX INTAKERIM=1048.94FL(NE)=1044.49FL(NW)=1044.29DEX STORM MHRIM=1048.91FL(E)=1045.66FL(SW)=1045.26EX INTAKERIM=1048.93SEX SAN MHRIM=1048.59INV(E)=1036.70 (AS-BUILT)INV(S)=1036.56 (AS-BUILT)WVWVSEX SAN MHRIM=1050.95INV(N)=1033.70INV(SE)=1033.45EX INTAKERIM=1052.47FL=1045.82EX INTAKERIM=1053.52FL=1047.02EX INTAKERIM=1051.01EX INTAKERIM=1050.83FL(SW)=1048.13DEX STORM MHRIM=1050.58FL(SE)=1047.03FL(W)=1046.98TELF/OGVEX INTAKERIM=1049.19MBWVWVWVEX INTAKERIM=1048.62EX INTAKERIM=1049.19SEX SAN MHRIM=1052.26INV(E)=1040.56INV(W)=1040.51[][][][]SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"W8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"SANWST18"ST18"ST18"ST15"
G G G G G G GG
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EX BUILDINGEX BUILDING(S89°50'37"E 186.50')(PRIVATE STREET - CONCRETE SURFACE)LOT 4(PRIVATE STREET - CONCRETE SURFACE)1051 105010501050
(PRIVATE STREET - CONCRETE SURFACE)(PRIVATE STREET - CONCRETE SURFACE)LOT 5LOT 3LOT 2LOT 1LOT 1LOT 2SAN8"OWNER:ROBERT J & BONNIE MNETTELANDZONED:C-1A PDOWNER:CORALVILLE AAP, LLCZONED: C-1OWNER:TSG PROPERTIESWAUKEE LLCZONED: C-1A PDOWNER:GREATER IOWACREDIT UNIONZONED: C-1A PDOWNER:PEOPLES TRUST &SAVINGS BANKZONED: C-1A PDOWNER:PEOPLES TRUST &SAVINGS BANKZONED: C-1A PD(S00°09'23"W 278.64')(S89°50'37"E 186.50')(N89°50'37"W 198.30')(S89°50'37"E 199.38')(S89°50'37"E 169.91')(N00°09'23"E 278.64')(S00°09'23"W 240.89')EX LOCATION PERMIDAMERICAN MAPEX LOCATION PERCITY OF WAUKEE MAPEX LOCATION PERCITY OF WAUKEE MAPST15"ST36"EX 6' WOODFENCESAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"EX RETAINING WALL
(S00°22'44"W 278.64')30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE
30' BUILDING SETBACK LINE
EX LOCATION PERCITY OF WAUKEE MAPEX LOCATION PERAUREON MAP20' PRI
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50' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT
BK. 2006, PG. 5703
50' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570350' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT
BK. 2006, PG. 570350' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570320' PUBLIC SANITARY
SEWER EASEMENT
BK. 2015, PG. 500712.5'VARIESPRIVATEINGRESS/EGRESSEASEMENTBK. 2015, PG. 5007EX CONCRETEPARKING & DRIVEEX LOCATION PERAS-BUILTSEX LOCATION PERAS-BUILT MAPPINGST24"SAFE SPLASHSITE SURVEYVICINITY MAPNOT TO SCALEM:\LAND PROJECTS 2019\190663 - SPLASH PAD - COVE AT KETTLESTONE\DWG\C0 SITE SURVEY.DWG9/21/2020 3:47:08 PM IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:(WARRANTY DEED BOOK 2015, PAGE 5269)LOTS 1, 2, 3, 4 AND OUTLOT "Z" IN MILLIAMS POINTE PLAT 15,AN OFFICIAL PLAT, WAUKEE, DALLAS COUNTY, IOWA.SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTSAND RESTRICTION OF RECORD.SAID TRACT CONTAINS 1.19 ACRES (51,973 SQUARE FEET)MORE OF LESS.ADDRESS:1175 SE UNIVERSITY AVEWAUKEE, IOWAOWNER:GREATER IOWA CREDIT UNION801 LINCOLN WAYAMES, IOWAPREPARED FOR:JESSICA KOENIGCNE221 E 4TH STWATERLOO, IOWAZONING:INFORMATION OBTAINED FROM CITY OF WAUKEE ZONING MAPPD C-1A (NEIGHBORHOOD COMMERCIAL DISTRICT)FOR AN OFFICIAL ZONING REPORT PLEASE CALL CITY OFWAUKEE AT 515-978-7920SITE CONTROL AND BENCHMARKS:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONSDATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 18POINT #9400NORTHING = 583885.82EASTING = 1544459.30ELEVATION = 1052.05DESCRIPTION: SET 3/4" IRON PIPE W/ RPCPOINT #9401NORTHING = 583888.54EASTING = 1544264.09ELEVATION = 1049.87DESCRIPTION: SET 3/4" IRON PIPE W/ RPCPOINT #9402NORTHING = 583567.05EASTING = 1544287.08ELEVATION = 1051.58DESCRIPTION: SET CUT "X"POINT #9403NORTHING = 583571.40EASTING = 1544421.13ELEVATION = 1055.01DESCRIPTION: SET CUT "X"ON SITE TBM:BURY BOLT ON HYDRANT LOCATED ON THE SW CORNER OFINTERSECTION AT THE NW CORNER OF SITE.ELEVATION= 1051.09OFF SITE TBM:BURY BOLT ON HYDRANT LOCATED ON THE SW CORNER OFINTERSECTION AT THE SW CORNER OF SITE.ELEVATION= 1052.16UTILITY 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.FIELD WORK COMPLETED ON: 6-12-2020COPYRIGHT 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.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTLEGEND: 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 RISERSIGNBOLLARDS 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID # 14775OR AS NOTEDSECTION CORNER - FOUND AS NOTEDSITE CONTROL POINT - MONUMENT AS NOTEDDSCOHYD
I
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVNOTES:1. ADJACENT PROPERTY OWNER INFORMATION OBTAINEDFROM DALLAS COUNTY ASSESSORS WEB PAGE2. PARENTHESIS ( ) DENOTES PREVIOUSLY RECORDED BEARINGS AND DISTANCESUTILITY MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN / 515-252-6632)2. STORM AND SANITARY (CITY OF WAUKEE / 515-987-4363)3. FIBER OPTIC (AUREON / 515-830-0445)4. GAS (CITY OF WAUKEE / 515-987-4363)5. WATER (CITY OF WAUKEE / 515-987-4363)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 1959
SAFE SPLASH
WAUKEE, IOWA190663PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060SCALE: 1" =30'F/OSITESITE SURVEYC1.1
HYDHYDDDDDWVDSWVWVSDTELF/OGVMBWVWVWVS[][][][][][][]SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFGSAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WSANWST18"ST18"ST18"ST18"ST18"ST15"ST15"
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30' BUILDING SETBACK LINE
20' PR
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SANITARY SEWER AND
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BK. 2006, PG. 5703
50' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570350' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT
BK. 2006, PG. 570350' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570320' PUBLIC SANITARY
SEWER EASEMENT
BK. 2015, PG. 500712.5'VARIESPRIVATEINGRESS/EGRESSEASEMENTBK. 2015, PG. 5007EX CONCRETEPARKING & DRIVEST24"ST24"HYDHYDDDDDWVDSWVWVSDTELF/OGVMBWVWVWVS[][][][][][][]SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFGSAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WSANWST18"ST18"ST18"ST18"ST18"ST15"ST15"
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30' BUILDING SETBACK LINE
20' PR
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50' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT
BK. 2006, PG. 5703
50' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570350' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT
BK. 2006, PG. 570350' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570320' PUBLIC SANITARY
SEWER EASEMENT
BK. 2015, PG. 500712.5'VARIESPRIVATEINGRESS/EGRESSEASEMENTBK. 2015, PG. 5007EX CONCRETEPARKING & DRIVEST24"ST24"PROPOSED BUILDING6,500 SFFF=1052.00100'65'TWVWVMAINENTRANCEADA RAMP & LANDINGW/BEAM CURB(REFER TO DETAIL 3/C6.1)18'18'24'6'10'24.59'13SIDEWALKVAN ACCESSIBLE ADAPARKING SIGN & BOLLARD(REFER TO DETAIL 5/C6.1)ADA PARKING SIGN &BOLLARD(REFER TO DETAIL 5/C6.1)1071318'24'6'18'
21.87'63'17.61'5'7.57'9'TYP.8'8'8'63'9.5'9'TYP.117'DSTST25.48'6'R4'R4
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ST ST ST ST DST SAW CUT CLEAN EDGE AT CURBCUT, REMOVE CURB AND INSTALLTYPE A DRIVEWAY PER SUDASREFER TO SUDAS DETAIL ON C6.1TRASH ENCLOSURECONTRACTOR TO APPROVE TRASHENCLOSURE ELEVATIONS THROUGH CITYPRIOR TO CONSTRUCTION. MATERIALS TOMATCH BUILDING (REFER TO ARCHITECTURALSIDEWALKST
ST
12'TURNED DOWNSIDEWALK(REFER TO DETAIL 1/C6.1)2" WIDE WHITEPAINT STRIPE(TYP.)2" WIDE WHITEPAINT STRIPE(TYP.)TURNED DOWNSIDEWALK(REFER TO DETAIL 1/C6.1)STOOP/SIDEWALK(REFER TO DETAIL 6/C6.1)7" PCC7" PCC7" PCC7" PCC21.33'SAW CUT CLEAN EDGE AT CURBCUT, REMOVE CURB AND INSTALLTYPE A DRIVEWAY PER SUDASREFER TO SUDAS DETAIL ON C6.1SAW CUT CLEAN EDGE AT CURBCUT, REMOVE CURB AND INSTALLTYPE A DRIVEWAY PER SUDASREFER TO SUDAS DETAIL ON C6.1R
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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 1959
SAFE SPLASH
WAUKEE, IOWA190663PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040M:\LAND PROJECTS 2019\190663 - SPLASH PAD - COVE AT KETTLESTONE\DWG\C2.1 LAYOUT.DWG9/21/2020 4:01:46 PM
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30' BUILDING SETBACK LINE
20' PR
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BK. 2006, PG. 5703
50' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570350' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT
BK. 2006, PG. 570350' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570320' PUBLIC SANITARY
SEWER EASEMENT
BK. 2015, PG. 500712.5'VARIESPRIVATEINGRESS/EGRESSEASEMENTBK. 2015, PG. 5007EX CONCRETEPARKING & DRIVEST24"ST24"PROPOSED BUILDING6,500 SFFF=1052.00TWVWV51.8651.86T/C51.36G51.20T/C50.70G50.70G50.70G51.20T/C50.70G50.4350.5250.5250.5251.2950.7950.7951.2951.9551.83T/C51.33G52.0150.0552.45T/C51.95GDSTST51.9249.95T/C49.45GEX49.65T/CEX49.40GEX49.5551.04EX49.80EX50.20T/CEX49.95G51.9051.9551.5951.5950.1551.12T/C50.62G51.9551.26EX51.10EX51.20T/CEX50.95G52.73T/C52.23G51.86T/C51.36G50.80ST ST ST ST DST
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105310541052 100-YEARELEV=1049.90100-YEARELEV=1051.35100-YEARELEV=1050.90EX49.7551.78T/C51.28G51.71T/C51.21G51.55T/C51.05G51.52T/C51.02G50.7551.32T/C50.82G1
05
1 D51.56 OVERFLOW51.47T/C50.97GHYDHYDDDDDWVDSWVWVSDTELF/OGVMBWVWVWVS[][][][][][][]SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFGSAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SANW 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WW8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WSANWST18"ST18"ST18"ST18"ST18"ST15"ST15"
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1049105010511054105210501
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0105010
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(PRIVATE STREET - CONCRETE SURFACE)(PRIVATE STREET - CONCRETE SURFACE)LOT 5LOT 3LOT 2LOT 1LOT 1LOT 2SAN8"ST15"ST36"ST36"EX 6' WOODFENCESAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SANEX RETAINING WALL30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE
30' BUILDING SETBACK LINE
20' PR
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50' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT
BK. 2006, PG. 5703
50' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570350' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT
BK. 2006, PG. 570350' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570320' PUBLIC SANITARY
SEWER EASEMENT
BK. 2015, PG. 500712.5'VARIESPRIVATEINGRESS/EGRESSEASEMENTBK. 2015, PG. 5007EX CONCRETEPARKING & DRIVEST24"ST24"TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED)AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 8".3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.GRADING PLANC3.13501 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
SAFE SPLASH
WAUKEE, IOWA190663PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040GRADING 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/SM:\LAND PROJECTS 2019\190663 - SPLASH PAD - COVE AT KETTLESTONE\DWG\C3.1 GRADING.DWG9/21/2020 4:02:48 PM
HYDTBM: BURY BOLTELEV=1052.16HYDTBM: BURY BOLTELEV=1051.09DEX STORM MHRIM=1051.23FL(SW)=1048.78FL(E)=1048.73DEX STORM MHRIM=1051.41FL(NE)=1047.21FL(NW)=1047.16DEX STORM MHRIM=1054.25FL=1046.35FL(NW)=1046.20DEX STORM MHRIM=1052.84FL(SE)=1045.39FL(W)=1045.04WVEX INTAKERIM=1048.94FL(NE)=1044.49FL(NW)=1044.29DEX STORM MHRIM=1048.91FL(E)=1045.66FL(SW)=1045.26EX INTAKERIM=1048.93SEX SAN MHRIM=1048.59INV(E)=1036.70 (AS-BUILT)INV(S)=1036.56 (AS-BUILT)WVWVSEX SAN MHRIM=1050.95INV(N)=1033.70INV(SE)=1033.45EX INTAKERIM=1052.47FL=1045.82EX INTAKERIM=1053.52FL=1047.02EX INTAKERIM=1051.01EX INTAKERIM=1050.83FL(SW)=1048.13DEX STORM MHRIM=1050.58FL(SE)=1047.03FL(W)=1046.98TELF/OGVEX INTAKERIM=1049.19MBWVWVWVEX INTAKERIM=1048.62EX INTAKERIM=1049.19SEX SAN MHRIM=1052.26INV(E)=1040.56INV(W)=1040.51[][][][][][][]SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFGSAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WSANWST18"ST18"ST18"ST18"ST18"ST15"ST15"
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(PRIVATE STREET - CONCRETE SURFACE)(PRIVATE STREET - CONCRETE SURFACE)(PRIVATE STREET - CONCRETE SURFACE)SAN8"SAN8"EX LOCATION PERMIDAMERICAN MAPEX LOCATION PERCITY OF WAUKEE MAPEX LOCATION PERCITY OF WAUKEE MAPST15"ST36"ST36"EX 6' WOODFENCESAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"EX RETAINING WALL30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE
30' BUILDING SETBACK LINE
EX LOCATION PERCITY OF WAUKEE MAPEX LOCATION PERAUREON MAP20' PR
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50' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT
BK. 2006, PG. 5703
50' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570350' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT
BK. 2006, PG. 570350' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570320' PUBLIC SANITARY
SEWER EASEMENT
BK. 2015, PG. 500712.5'VARIESPRIVATEINGRESS/EGRESSEASEMENTBK. 2015, PG. 5007EX CONCRETEPARKING & DRIVEEX LOCATION PERAS-BUILTSEX LOCATION PERAS-BUILT MAPPINGST24"ST24"PROPOSED BUILDING6,500 SFFF=1052.00TCONNECT TO EXISTING 6" SERVICEWITH TWO 6"-45° ELBOWSCONNECT TO EXISTING 6" SANSERVICE W/10 LF 6" PVC @2.00%FL=36.50±(FIELD VERIFY)WVWV115 LF 15" N-12STORM @S=0.50%STRUCT. #2ASW-401 MANHOLERIM=1051.40FL(E)=1047.15FL(N)=1047.0557 LF 15" N-12STORM @S=0.50%STRUCT. #2SW-511 INTAKERIM=1050.80FL(N)=1047.54FL(W)=1047.44DSTSTSTRUCT. #3SW-501 INTAKET/C=1049.95FL(S)=1046.12FL(N)=1046.0220 LF 15" N-12STORM @S=1.95%20 LF 15" N-12STORM @S=1.00%ROOF DRAIN 5'OUTSIDE BUILDINGFL=1047.74ST ST ST ST DST
50 LF 15" N-12STORM @S=0.50%STRUCT. #2BSW-401 MANHOLERIM=1051.30FL(S)=1046.47FL(N)=1046.37ST
ST 70 LF 8" N-12STORM @S=0.90%STRUCT. #4NYLOPLAST BASINRIM=1050.75FL=1047.90CONNECT TOEXISTING MANHOLEFL=1047.26APPROXIMATE LOCATIONTRANSFORMER(REFER TO DETAIL 7/C6.1)CRITICAL CROSSINGBOTTOM OF STORM=1046.20TOP OF SANITARY=1037.00±(FIELD VERIFY)FDCFIRE SPRINKLERROOMAPPROXIMATE GAS METER LOCATIONCRITICAL CROSSING (FIELD VERIFY 4" SAN)BOTTOM OF STORM=1045.95TOP OF SANITARY=1044.00-1046.00(LOWER 4" SAN IF NECESSARY)INSTALL NEW SW-401RIM=1049.50FL(S) = 45.63FL(E) = 45.53EXFL(W) = 45.49EX6" FIRE SERVICE AND SPLIT 2"DOMESTIC SERVICE OUTSIDE BUILDINGTWO, 6"-45° ELB0WSHUMIDITY CONTROL UNITENCLOSED ON 3 SIDES WITH 6'WHITE, OPAQUE,VINYL FENCEDREMOVE EX PAVEMENT IF NECESSARY WHENINSTALLING NEW MH. CLEAN SAWCUT TO FULL DEPTH.REPLACE PAVEMENT IN LIKE KIND PER SUDASHYDTBM: BURY BOLTELEV=1052.16HYDTBM: BURY BOLTELEV=1051.09DEX STORM MHRIM=1051.23FL(SW)=1048.78FL(E)=1048.73DEX STORM MHRIM=1051.41FL(NE)=1047.21FL(NW)=1047.16DEX STORM MHRIM=1054.25FL=1046.35FL(NW)=1046.20DEX STORM MHRIM=1052.84FL(SE)=1045.39FL(W)=1045.04WVEX INTAKERIM=1048.94FL(NE)=1044.49FL(NW)=1044.29DEX STORM MHRIM=1048.91FL(E)=1045.66FL(SW)=1045.26EX INTAKERIM=1048.93SEX SAN MHRIM=1048.59INV(E)=1036.70 (AS-BUILT)INV(S)=1036.56 (AS-BUILT)WVWVSEX SAN MHRIM=1050.95INV(N)=1033.70INV(SE)=1033.45EX INTAKERIM=1052.47FL=1045.82EX INTAKERIM=1053.52FL=1047.02EX INTAKERIM=1051.01EX INTAKERIM=1050.83FL(SW)=1048.13DEX STORM MHRIM=1050.58FL(SE)=1047.03FL(W)=1046.98TELF/OGVEX INTAKERIM=1049.19MBWVWVWVEX INTAKERIM=1048.62EX INTAKERIM=1049.19SEX SAN MHRIM=1052.26INV(E)=1040.56INV(W)=1040.51[][][][][][][]SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFGSAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WSANWST18"ST18"ST18"ST18"ST18"ST15"ST15"
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(PRIVATE STREET - CONCRETE SURFACE)(PRIVATE STREET - CONCRETE SURFACE)(PRIVATE STREET - CONCRETE SURFACE)SAN8"SAN8"EX LOCATION PERMIDAMERICAN MAPEX LOCATION PERCITY OF WAUKEE MAPEX LOCATION PERCITY OF WAUKEE MAPST15"ST36"ST36"EX 6' WOODFENCESAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"EX RETAINING WALL30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE
30' BUILDING SETBACK LINE
EX LOCATION PERCITY OF WAUKEE MAPEX LOCATION PERAUREON MAP20' PR
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50' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT
BK. 2006, PG. 5703
50' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570350' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT
BK. 2006, PG. 570350' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570320' PUBLIC SANITARY
SEWER EASEMENT
BK. 2015, PG. 500712.5'VARIESPRIVATEINGRESS/EGRESSEASEMENTBK. 2015, PG. 5007EX CONCRETEPARKING & DRIVEEX LOCATION PERAS-BUILTSEX LOCATION PERAS-BUILT MAPPINGST24"ST24"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.UTILITY PLANC4.13501 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
SAFE SPLASH
WAUKEE, IOWA190663PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040M:\LAND PROJECTS 2019\190663 - SPLASH PAD - COVE AT KETTLESTONE\DWG\C4.1 UTILITY.DWG9/22/2020 3:12:13 PM
HYDDDDWVDSWVDTELF/OGVMBWVWVWV[][][][][][][]SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFGSAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WSANWST18"ST18"ST18"ST18"ST18"ST15"ST15"
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10491050105110521
0
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105
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10551053
1
051 105010
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EX BUILDINGEX BUILDING(PRIVATE STREET - CONCRETE SURFACE)
(PRIVATE STREET - CONCRETE SURFACE)
10
5
1
1
0
5
0105010
5
0
(PRIVATE STREET - CONCRETE SURFACE)(PRIVATE STREET - CONCRETE SURFACE)ST15"ST36"ST36"EX 6' WOODFENCE4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"SAN4"EX RETAINING WALL30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE
30' BUILDING SETBACK LINE
50' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570350' INGRESS/EGRESS
SANITARY SEWER AND
WATER MAIN EASEMENT50' INGRESS/EGRESSSANITARY SEWER ANDWATER MAIN EASEMENTBK. 2006, PG. 570320' PUBLIC SANITARY
SEWER EASEMENT
BK. 2015, PG. 500712.5'VARIESPRIVATEINGRESS/EGRESSEASEMENTBK. 2015, PG. 5007EX CONCRETEPARKING & DRIVEST24"ST24"PROPOSED BUILDING6,500 SFFF=1052.00TWVWVDSTSTST ST ST ST DST
ST
ST
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5 105110501051
105310541052 1051 DSD4LL2DY4LL2PD5SD4LL2LL2LL3DY4DY4SH1AH1SH1RO4SH1SH1AH1RO1SODSODSODSODSODSODSODSODSODSODSODSODGM5GM5GM5DY7DY7GM5GM5GM5DY7DY7DK8DK3DK3LL3LANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESSSPECIFIED OTHERWISE.2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD LIMITS SHOWN ON PLAN ARE FORREFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.3.SOD ALL DISTURBED RIGHT-OF-WAY AREAS.4.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER.5.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.6.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1).7.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE.8.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THECOMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'SREPRESENTATIVE.9.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES (IN LAWN AREAS) TO A DEPTH OF 4 INCHES, UNLESSNOTED.10.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 PLANT ESTABLISHMENT PERIOD.11.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THECONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.12.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.12.AALL 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 30DAYS.14.ALL 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).15.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER ROCK IS INSTALLED.LANDSCAPE PLANC5.13501 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
SAFE SPLASH
WAUKEE, IOWA190663PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH4" DEEP HARDWOOD MULCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PITSTAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.USE HOSE GUARDS AROUNDTRUNK ON STAKING WIRE. TIEWIRE TO STEEL POSTS PLACEDOUTSIDE PLANT PIT..LEAVE STAKES IN PLACE NO MORETHAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FORREMOVAL.DECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOILPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:PLANTING SCHEDULELANDSCAPE REQUIREMENTS:TOTAL SIZE OF LOT51,973 SFTOTAL REQUIRED OPEN SPACE (20%)10,395 SFTOTAL TREES REQUIRED (1 PER 1,000 SF OPEN SPACE)11TOTAL SHRUBS REQUIRED (1 PER 1,000 SF OPEN SPACE)11TOTAL TREES PROVIDED11TOTAL SHRUBS PROVIDED32PARKING LOT SCREENING PROVIDED - NORTH AND SOUTH SIDES.ELECTRICAL TRANSFORMER SCREENING PROVIDEDM:\LAND PROJECTS 2019\190663 - SPLASH PAD - COVE AT KETTLESTONE\DWG\C5.1 LANDSCAPE.DWG9/22/2020 3:03:04 PM 3" ROCKSOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTIONDEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TOMAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE)EDGING6' WHITE, OPAQUE, VINYLFENCE ON 3 SIDES OFHUMIDITY CONTROL UNIT
DETAILS SHEETC6.13501 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
SAFE SPLASH
WAUKEE, IOWA190663PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2019\190663 - SPLASH PAD - COVE AT KETTLESTONE\DWG\C6.1 DETAILS.DWG9/21/2020 4:07:36 PM BACK OF CURBFACE OF CURBEDGE OF TURNED DOWN WALKSIDEWALK PAVEMENTGRASS/LANDSCAPINGROADWAY PAVEMENTPLAN VIEWCURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE2C6.112"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 NONE1C6.1NYLOPLAST 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 NONE8C6.15/8"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"STRUCTURAL STOOPSEE STRUCTURALSIDEWALKSEALED EXPANSIONJOINT, SEE DETAIL ASLOPE AWAY FROM BUILDINGPER GRADING PLANSTRUCTURAL STOOP / SIDEWALK TRANSITION DETAILSCALE NONE6C6.148"20"6" DIA STEEL PIPEEMBEDDED IN CONCFILL PIPE W/ CONCRETEBOLLARD COVER TO MATCH BUILDING BASEOR SERVICE DOOR COLOR (SEE NOTES)CLASS "A" CONC FOUNDATIONCENTERED ON BOLLARDEDGE OF PARKING STALLCONC WALK. SEE OTHER DETAILSMUTCD R7-8 (RESERVEDPARKING) SIGN2" DIAMETER GALVANIZEDSTEEL POLECONTRACTOR SHALL INSTALL ADDITIONALADA SIGNAGE (SUCH AS FINE AMOUNT) ASREQUIRED PER LOCAL ORDINANCEGALVANIZED POLE CEMENTEDINTO BOLLARD CENTERCUT 214" DIA HOLE IN BOLLARDCOVER. SLIP BOLLARD COVEROVER TOP OF POLE PRIOR TOSIGN(S) BEING MOUNTED TO POLENOTES:1. THIS BOLLARD DETAIL SHALLAPPLY ONLY TO BOLLARDSWITH HANDICAP SIGNAGE.24"36"60"-66"1/2" SEALEDEXPANSION JOINT(GRAY MASTICSEALANT)6"5C6.1HANDICAP PARKING SIGN & BOLLARD DETAILNOT TO SCALEMUTCD R7-8a or R7-8b (VAN ACCESSIBLE)SIGN AS CALLED OUT ON PLANSMEASURED FROM BOTTOMOF LOWEST SIGN TO TOP OFPARKING STALL SLAB.CENTER OF BOLLARD SHALL BE 27" FROMFACE OF CURB OR 6" FROM EDGE OFTURNED DOWN WALK, CENTERED ON HCSTRIPING.SLOPE DOWNSLOPE DOWNBBAAPLAN VIEWVARIES5" PCC WALKCONCRETE BEAMCURB BEYONDSECTION VIEW B-BPARKING LOT PAVEMENT(SEPERATE POUR FROM WALK)5" PCC WALKSECTION VIEW A-A6"VARIES, SEE PLANSEALED 1"EXPANSION JOINTVARIES, SEE PLANVARIES, SEE PLANVARIESVARIESNOTES:1. SIDEWALK CROSS SLOPE SHALL BE 1.5% DESIGN, 2% MAX2. RAMP RUNNING SLOPE SHALL BE 6.25% DESIGN, 8.33% MAXRAMP WITH BEAM CURB DETAILSCALE NONE3C6.1BEAM CURB (SEPERATEPOUR FROM WALK)BUILDING WALLGRASS SLOPE@ 2% MINTRANSFORMER PAD MOAT DETAILNOT TO SCALE7C6.1CONTRACTOR TO INSTALLREINFORCED CONCRETETRANSFORMER PAD (PERMID-AMERICANSTANDARDS) REFERENCEELECTRICAL PLANSTRANSFORMER3'3'3'3'3" RIVER ROCK,SCREENEDREINFORCED CONCRETETRANSFORMER PAD (PERMID-AMERICAN STANDARDS)3" RIVER ROCK,SCREENED3'2'
2'3'LINE TRENCH WITH SILTFENCE FABRIC (OROTHER SOIL FABRICWITH EQUAL OR LOWERPOROSITY)PER PLANS(4,000 psi)3"4.5"6"7"R 1"R 2"COMPACTEDBACKFILLNOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)24"PAVEMENT SECTIONSCALE NONE4C6.1PAVEMENT THICKNESS:1. APPROACH IN ROW= 8"2. DRIVE AISLES= 7"3. PARKING= 6"4. SIDEWALKS= 5"7.0'12.0'10.0' MIN.7" PCC PAVEMENT7" PCC PAVEMENTTRASH ENCLOSURE DETAILNOT TO SCALE9C6.116'REFERENCE ARCHITECTURALPLANS FOR ENCLOSURE DESIGNREFERENCE ARCHITECTURALPLANS FOR ENCLOSURE DESIGNSLOPE
(PER PLAN)
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EX BUILDING(PRIVATE STREET - CONCRETE SURFACE)LOT 4(PRIVATE STREET - CONCRETE SURFACE)1051 105010501050
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SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSILT FENCEINLET PROTECTIONSTORAGE, OUTHOUSEDUMPSTER AND WASHOUTROCK CONSTRUCTIONENTRANCESILT FENCEINLET PROTECTIONINLETPROTECTIONSILT FENCESILT FENCESILT FENCE(TYP.)SFSFSFSFINLET PROTECTIONLIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCETOPSOILSTOCKPILESFSFSFSFSFSFSFSFSFSFSFSFSFSF
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SFULTIMATE DISCHARGEAPPROX. 440 FEET TO REGIONALDETENTION AND THEN SUGAR CREEKSWPPPC7.13501 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
SAFE SPLASH
WAUKEE, IOWA190663PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE020102040PROPERTY DESCRIPTION:LOT 4 WILLIAMS POINTE PLAT 15SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHERWITH ANY AND ALL EASEMENTS OF RECORD.1.19 ACRES (51,973 SQUARE FEET)ADDRESS:1175 SE UNIVERSITY AVENUEWAUKEE, IA 50263OWNER:GREATER IOWA CREDIT UNION801 LINCOLN WAYAMES, IA 50010SITE AREA:TOTAL SITE AREA = 51,973 SFBENCHMARK:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONSDATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 12A)POINT #1NORTHING = 588218.28EASTING = 1543568.73ELEVATION = 1036.07DESCRIPTION: 1/2" IRON ROD BPC 18381NW CORNER OF LOT 7POINT #8NORTHING = 587885.58EASTING = 1543827.57ELEVATION = 1042.17DESCRIPTION: 1/2" IRON ROD BPC 18381SE CORNER OF LOT 7STORM WATER POLLUTION PREVENTION PLANVICINITY MAPSCALE: 1' = 1,000'IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROMEXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACTLOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BETHE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONALFACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.EROSION CONTROL NOTES:1.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 NPDES GENERAL PERMIT NO. 2 DURING ALLCONCRETE 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.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERALPERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITEDTO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.LEGEND: 120 EXISTING CONTOUR 120 PROPOSED CONTOUR SF SILT FENCE SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGNDSCOHYDI
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVNOT 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 BAGM:\LAND PROJECTS 2019\190663 - SPLASH PAD - COVE AT KETTLESTONE\DWG\C7.1 SWPPP.DWG9/21/2020 4:07:09 PM
SITESE Olson DrSE Brick Dr
SE Florence Dr
Waco Place
SE Olson Dr
SCALE: 3/16" = 1'-0"
NORTH ELEVATION
A2.1
1
SCALE: 3/16" = 1'-0"
WEST ELEVATION
A2.1
2
SCALE: 3/16" = 1'-0"
SOUTH ELEVATION
A2.1
4
SCALE: 3/16" = 1'-0"
EAST ELEVATION
A2.1
3
A2.1Safe Swim/Swim LabSchematic Floor PlanWaukee, Iowa 502632000371JOB NO.
TITLE
SHEET
2T1.1DRAWING NAME1T1.1DRAWING NAME3T1.1DRAWING NAMET1.1Safe Swim/Swim Lab
Schematic Floor Plan
Waukee, Iowa 502632000371JOB NO.TITLESHEET