HomeMy WebLinkAbout2020-03-23-J11 Commons at Greenway Park Phase 2_Site Plan
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: March 23, 2020
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for The
Commons at Greenway Park Phase 2
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for
an approximately 9.46-acre townhome development generally located
north of Hickman Road and west of N. Warrior Lane. The project
includes a total of 23 townhome/rowhome buildings with a total of 91
units. Each building will have four units. In addition to the townhome
buildings, there are eight detached garage buildings for the units fronting
the public street. The garages are interior to the site.
The applicant has provided elevations for the proposed buildings 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 the request at their meeting on March 10,
2020, and recommended approval:
Approval of a Site Plan for The Commons at Greenway Park Phase 2
Senior Planner, Melissa DeBoer, introduced the request for approval of a site plan for both the
plat 2 and phase 2 of the project Commons at Greenway, as submitted by the applicant Signature
Development, LLC. The subject property is located north of west of warrior lane and north of
NW Sunrise Drive, and contains approximately 9.46 Acres. The property was rezoned in 2019 to
allow for townhome development, of which a phase 1 has already started.
Mrs. DeBoer explained that the request identifies the construction of 23 townhome buildings that
would contain approximately 91 units. Most units will include a 2 car attached garage, however
units fronting public street includes 2 car detached garages. The project identifies the units as
being owner occupied, and homeowners will have access to area amenities located in phase 1.
Mrs. DeBoer advised that the site plans indicate 2 outlots, lot x which contains a private street
easement, and lot Y which is the detention easement to be privately owned and maintained.
Access to the new plat and phase will be located off of NW Venture Drive through a shared
access drive. A future access is planned to the west of the development. Parking, open space and
landscape, and lighting requirements meet ordinance regulations.
AGENDA ITEM: J11
Staff would recommend approval subject to any remaining staff comments and review of any
legal documents.
Commissioner Streit questioned if there would be street lighting. Mrs. DeBoer advised there will
only be residential lighting much like the first phase. The fixtures on the homes imit enough light
to meet lighting standards. The lights identified will be maintained by the homeowners
association.
Commissioner Koshy brought forward a concern regarding the limited parking compared to the
high density of the area. Mrs. DeBoer advised that this development is similar to other townhome
locations, parking is accounted for by garages, driveways, and indicated street parking.
Commissioner Inman questioned what the cost of the units is anticipated to be. A representative
for the applicant advised that the units are projected to sell for 180,000 to 250,000.
Commissioner Broderick clarified that the current project is owner occupied and that the previous
phase to the east is rental property. City Staff advised that was correct.
Commissioner Koshy questioned if the homeowner aspect would create less garage space to store
lawn maintenance items. A representative for the applicant advised that there would be no need,
all lawn and snow maintenance is covered with the home owners association.
Commissioner Streit moved to approve the site plan for the Commons at Greenway Park Phase 2
subject to any remaining staff comments and review of any legal documents. Commissioner
Broderick seconded the motion Ayes: Broderick, Ward, Streit, Koshy, and Inman. Nays: None.
Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to
remaining staff comments.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Melissa DeBoer, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2020-
APPROVING THE SITE PLAN FOR THE COMMONS AT GREENWAY PARK PHASE 2
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 The Commons at Greenway Park Phase 2, subject to remaining staff comments
on March 10, 2020; AND,
WHEREAS, the Site Plan for The Commons at Greenway Park Phase 2 is in general
conformance with §304 – Site and Building Development Standards Ordinance of the Waukee
Municipal Code; AND,
WHEREAS, the Site Plan for The Commons at Greenway Park Phase 2 is in general
conformance with §301.27(A) – 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 23rd day of March, 2020 that the Site Plan for The Commons at Greenway Park Phase 2 is
approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: The Commons at Greenway Park Plat
2 – Final Plat / The Commons at
Greenway Park Phase 2 – Site Plan
PREPARED BY: Melissa DeBoer, AICP – Senior Planner
REPORT DATE: March 6, 2020
MEETING DATE: March 10, 2020
GENERAL INFORMATION
Applicant/Owner: Signature Development of Iowa, LLC
Engineer: Joel Jackson, P.E., Bishop Engineering
Request: The applicant is requesting approval of a final plat
and site plan for a townhome development.
Location and Size: Property is generally located north of Hickman
Road and west of N. Warrior Lane containing
approximately 9.46 acres more or less.
Legal Description: Outlot W, The Commons at Greenway Park Plat 1
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
March 6, 2020
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Medium Density Residential R-4 (Row Dwelling &
Townhome District) /
PD-1 (Planned
Development Overlay)
North Vacant - Undeveloped Single Family Residential A-1 (Agricultural
District)
South Vacant - Undeveloped Commercial Mixed Use C-1 (Community &
Highway Service
Commercial District)
East The Commons at
Greenway Park Plat 1
Townhomes
Medium Density Residential R-4 (Row Dwelling &
Townhome District) /
PD-1 (Planned
Development Overlay)
West Vacant - Undeveloped Single Family Residential A-1 (Agricultural
District)
HISTORY
The subject property was rezoned to R-4 / PD-1 in early 2019. A preliminary plat for the property was
approved by the Planning & Zoning Commission In May 2019. The City Council approved the public
improvement plans related to the development in June 2019.
PROJECT DESCRIPTION
The project involves the construction of 23 townhome/rowhome buildings with a total of 91 units. Each
building will have four units per building. In addition to the townhome buildings, there are eight detached
garage buildings for the units fronting the public street. These garages will be interior to the site. All buildings
comply with the bulk regulations for the R-4/PD-1 zoning district. Table 1 summarizes the bulk regulations. As
part of the Planned Development agreement the applicant has agreed to provide additional amenities including
a playground and trails/sidewalks throughout the site that connect to the future greenbelt trail that is planned
by the City. These amenities were planned with Plat 1, but the homeowners within Plat 2 will have access to
these amenities. These units are all intended to be owner occupied.
The final plat identifies a total of 91 lots for townhome development and 2 outlots. Outlot ‘X’ is the private
street lot and Outlot ‘Y’ is the detention easement. The outlots will be owned and maintained by Signature
Development.
Table 1: R-4/PD-1 Zoning District Bulk Regulations
Category R-4/PD-1 (minimum)
Lot Area 3500 SF per unit (12 dwelling units/acre maximum)
Lot Width 20 feet per unit / 75 feet overall
Front Yard Setback 15 feet for units fronting NW Venture Drive
Rear Yard Setback 30 feet
Side Yard Setback 15 feet total
March 6, 2020
3 of 3
ACCESS AND PARKING
Access to the development will be from NW Venture Drive, which will be a public street. This is a shared
access with Plat 1 to the east. All streets internal to the site will be privately owned and maintained. The site
plan shows a future access to the west with the future development of the adjacent property.
The required amount of parking for the project is 201 parking spaces and the site plan identifies that amount.
The applicant is satisfying the parking requirement via garages, driveways, surface parking and on-street
parking throughout the site.
UTILITIES
The applicant will need to extend utilities to the property for the development. Sanitary sewer will be
extended from the northeast and water main will be extended from the east along NW Venture Drive. All
utilities internal to the site will be privately owned and maintained with the exception of a portion of the
sanitary sewer. Storm water detention will be provided in a detention basin located on the north side of the
site that will outlet to the northeast.
LANDSCAPING & OPEN SPACE
A total of 20% open space is required for the development. The Site Plan indicates that 53% open space will
be provided. As part of the landscaping requirements, two (2) trees per unit are required and a 25-foot
landscape buffer will be required along both the west and north property lines.
ELEVATIONS
The elevations of the buildings are proposed to be constructed of cement board siding (including shake and
vertical), stone and asphalt shingles. The color scheme includes varying shades of gray and blue. Elevations of
the proposed buildings have been provided for review.
COMPREHENSIVE PLAN
The newly adopted Comprehensive Plan, Imagine Waukee: 2040 classifies the subject property as Medium
Density Residential. The Medium Density Residential classification provides for a variety of housing types,
including townhomes and rowhomes. Typical density within the classification ranges from 4 to 12 units per
acre. When both phases of this project are complete, the density will be 11.7 units per acre.
STAFF RECOMMENDATION
Staff recommends approval of the final plat for The Commons at Greenway Park Plat 2 and the site plan for
The Commons at Greenway Park Phase 2 subject to remaining staff comments and review of the legal
documents.
THE COMMONS AT GREENWAY PARKSITE PLAN - PHASE 2IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:OUTLOT W THE COMMONS AT GREENWAY PARK PLAT 1.ADDRESS:TBDOWNER/PREPARED FOR:SIGNATURE DEVELOPMENT OF IOWA, LLCATTN: CLINT ACKERMAN4800 E 57TH STREET SUITE ASIOUX FALLS, SD 57108PH: 605-275-5888ENGINEER/PROJECT MANAGER:JOEL JACKSON, PEBISHOP ENGINEERING3501 104TH STREETURBANDALE, IA 50322PH: 515-276-0467ZONING:ZONING: R-4/PD-1 ROW DWELLING AND TOWNHOME DISTRICTPLANNED DEVELOPMENT RECORDED IN BOOK 2019 PAGE 6005BUILDING SETBACKS:FRONT YARD = 20/25 FEET MEASURED FROM CURBFRONT YARD = 15 FEET FOR UNITS FRONTING NW VENTURE DRSIDE YARD = A TOTAL OF 15 FEET, 7.5 FEET MIN PER SIDEREAR YARD = 30 FEETPARKING REQUIREMENTS:PARKING REQUIREMENTS: 2 SPACES PER DWELLING UNIT + 1 VISITOR SPACEPER 5 DWELLING UNITSPARKING REQUIRED = 91x2 + 1x91/5 = 201 STALLSPARKING PROVIDED = 182 (2 PER DRIVEWAY) + 19 (STANDARD) = 201OPEN SPACE REQUIREMENTS:TOTAL LOT AREA = 412,250 SFOPEN SPACE REQUIRED = 412,250x0.20 = 82,450 (20%)OPEN SPACE PROVIDED = 218,900 SF (53.1%)IMPERVIOUS SURFACE = 193,350 SF (46.9%)BENCHMARK:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONSDATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 12ASITE CONTROL:NORTHING = 589154.36EASTING = 1538314.92ELEVATION = 1019.20DESCRIPTION: BURY BOLT IN HYDRANT LOCATED SOUTH OF N VENTURE DRIVE,SE OF YMCA BUILDINGPOINT #9110NORTHING = 589945.84EASTING = 1538625.18ELEVATION = 1020.97CP NAILPOINT #9111NORTHING = 589925.80EASTING = 1537935.10ELEVATION = 1014.45CP NAILFLOOD HAZARD CERTIFICATION:ACCORDING TO THE FIRM (FLOOD INSURANCE RATE MAP) ISSUED BY THEFEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ON FLOOD INSURANCERATE MAP 19049C0335F, WITH AN EFFECTIVE DATE OF 12/7/2018, THIS SITE ISLOCATED IN A ZONE "X". THIS CERTIFICATION IS BASED ON THE LATEST KNOWNMAP FOR THIS PARCEL.VICINITY MAPSCALE: 1' = 1,500'COPYRIGHT 2020 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGNBOLLARD 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 SHEETC2.0-C2.2LAYOUT PLANC3.1-C3.2GRADING PLANC4.1-C4.2UTILITY PLANC5.1-C5.2LANDSCAPE 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:THE COMMONS AT GREENWAY PARK PLAT 2
TOWNHOMES SITE PLAN PHASE 2JMR070600JEJ12/23/19 1ST CITY SET1/21/20 2ND CITY SET2/4/20 3RD CITY SET2/18/20 4TH CITY SET180300-2M:\LAND PROJECTS 2018\180300 PHASE 2 SITE PLAN\DWG\C0 COVER.DWG2/18/2020 8:50:24 AMUTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC RECORDS, ANDPLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP ENGINEERING, UNLESS OTHERWISE NOTED.ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THEUNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTHOF ANY UNDERGROUND UTILITIES SHOWN AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. AREQUEST WAS MADE TO 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 (MID AMERICAN /mecdsmdesignlocates.@midamerican.com)2.STORM AND SANITARY (CITY OF WAUKEE / nbrown@waukee.org)3.GAS (CITY OF WAUKEE/ nbrown@waukee.org) - NONE ON SITE4.WATER (CITY OF WAUKEE / nbrown@waukee.org)5.FIBER (UPN / JEFF HENSLEY 515-419-4838)6.TELEPHONE (CENTURYLINK / JERRY 515-371-8094)7.CABLE (MEDIACOM / PAUL MAY 515-246-2252pmay@mediacomcc.com)STAKING NOTES:1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATIONWITH THE PROJECT ENGINEER.2.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE DIRECTLY UNDER THE GENERAL CONTRACTOR BY A SINGLE COMPANY.3.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN.PAVEMENT SAWCUT NOTES:1.CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO JOEL JACKSON, BISHOP ENGINEERING (515-276-0467 OR JJACKSON@BISHOPENGR.COM) PRIORTO ANY CONCRETE PAVEMENT INSTALLATION.2.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED WITHOUT AN APPROVED PLAN.3.LONGITUDINAL JOINTS IN DRIVE LANES & THE OUTER MOST JOINT OF ALL PARKING AREAS SHALL BE SUDAS TYPE 'L-1' OR 'L-2' JOINTS AND HAVE STEEL.INTERIOR PARKING LOT JOINTS, OTHER THAN THE OUTER MOST JOINT, DO NOT NEED STEEL AND SHALL BE SUDAS TYPE 'B' OR TYPE 'K' JOINTS.4.ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'S WORK JOINT.5.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BEPROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS TO DISCHARGE OFFSITE.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.STORM & SANITARY TELEVISING NOTES:1.CONTRACTOR IS REQUIRED TO TELEVISE ALL SANITARY AND STORM SEWER SYSTEM PRIOR TO PAVING OPERATIONS.2.CONTRACTOR SHALL SEND VIDEO INSPECTION TO THE ENGINEER FOR APPROVAL PRIOR TO PAVING.3.CONTRACTOR SHALL PROVIDE COPIES OF THE REPORTS AND VIDEOS TO THE WAUKEE ENGINEERING DEPARTMENT FORAPPROVAL PRIOR TO PAVING.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND THE CURRENT EDITION OF SUDAS. THE CITYOF WAUKEE ENGINEERING DEPARTMENT MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK AND PRIOR TO ANY WEEKEND OR HOLIDAYWORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING WAUKEE ENGINEERING DEPARTMENT 1 WEEK PRIOR TO ANY PLANNED WORK TO SCHEDULE APRE-CONSTRUCTION MEETING.2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THECONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.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" AND CITY OF WAUKEE REQUIREMENTS.6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES 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.ANY PROPOSED CHANGES TO THE APPROVED PLAN SET DURING CONSTRUCTION MUST RECEIVE WRITTEN APPROVAL FROM THE CITY OF WAUKEE DEVELOPMENTSERVICES DEPARTMENT AND DESIGN ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOTRECEIVED WRITTEN APPROVAL FROM THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.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 SEEDED 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 WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH THE LATEST A.D.A., PROWAG, AND CITY CODES. HANDICAP PARKING SIGNAGE ISREQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./PROWAG/CITYCODES THE A.D.A./PROWAG/CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE CODES ARE MET.5.ALL PAVEMENT REPLACEMENT SHALL COMPLY WITH THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.6.ALL PROPOSED STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BERAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.3.ALL 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. ALL FLARED END SECTIONS SHALL HAVE A 3' WIDE CLAY WATERSTOP (SUDASSW-105).4.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.5.ALL STRUCTURE SIZES CALLED OUT ON PLANS ARE MINIMUM INSIDE WALL DIMENSIONS.6.ALL STRUCTURES CALLED OUT AS "MODIFIED" OR "SPECIAL" SHALL BE ENGINEERED BY THE PRECASTER TO ENSURE STRUCTURE STABILITY. MODIFICATIONS INCLUDEADDITIONAL WALL LENGTH TO ACCOUNT FOR LARGE PIPE DIAMETERS AND ADDITIONAL WALL WIDTH & BASE DEPTH TO ACCOUNT FOR DEEPER STRUCTURES. ANY ANDALL MODIFICATIONS TO STANDARD STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO BID.7.ALL SANITARY SEWER MATERIAL SHALL BE PVC OR PVC TRUSS AND COMPLY WITH IOWA SUDAS AND CITY SPECIFICATIONS.8.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THEWATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. ALL SANITARY MANHOLES SHALL BE VACUUM TESTED. ALL SANITARY ANDSTORM LINES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY SHALL WITNESS ALL CLEANING AND TELEVISING, COPIES OF THE REPORTS AND VIDEOSSHALL BE PROVIDED TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT.10.ALL CONNECTIONS TO EXISTING MANHOLES ARE TO BE CORE DRILLED AND USE A LINK SEAL.11.ALL UTILITIES SHALL BE TESTED TO CITY OF WAUKEE STANDARDS AND THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TESTING.12.ALL WATER LINE MATERIAL SHALL BE C-900 UNLESS NOTED OTHERWISE ON PLANS. SIZE OF WATERMAIN AS SHOWN ON PLANS.13.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.14.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OFWAUKEE.15.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.16.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.17.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.18.FIRE HYDRANT ASSEMBLY SHALL INCLUDE TEE, BRANCH, VALVE & HYDRANT AND A 4" STORZ CONNECTION.19.ANY AND ALL HYDRANT AND VALVE EXTENSIONS, TOGETHER WITH VERTICAL BENDS, SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. NOADDITIONAL PAYMENT WILL BE PROVIDED FOR INCIDENTAL ITEMS.20.ALL UTILITY CONNECTIONS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT.21.ALL PROPOSED UTILITIES ARE TO BE PRIVATELY OWNED AND MAINTAINED.SWPPP NOTES:1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT JAMES RODEMYER(JRODEMYER@BISHOPENGR.COM) FOR A COPY OF THE SWPPP.2.NPDES PERMIT AUTHORIZATION NUMBER: 35215-349153.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILLNEED TO BE PROTECTED FROM SLURRY FROM THE CONCRETE OPERATIONS TO DISCHARGE OFFSITE. SEE SWPPP SHEET ANDNARRATIVE FOR ADDITIONAL DETAILS.WETLAND NOTES:1.A WETLAND INVESTIGATION REPORT WAS COMPLETED BY EOR IOWA, LLC WHICH FOUND AN INTERMITTENT TRIBUTARY OFLITTLE WALNUT CREEK AND AN ADJACENT AND ASSOCIATED POOR-QUALITY WETLAND, BOTH OF WHICH ARE POTENTIALLYJURISDICTIONAL WATER OF THE U.S. AND REGULATED UNDER THE CLEAN WATER ACT.2.PROPOSED IMPROVEMENTS WILL STAY OUTSIDE OF THE LIMITS OF THE WETLANDS AND JURISDICTIONAL STREAM.SURVEY NOTES:1.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 11-26-2018. SEE SITE SURVEY PROVIDED AS PART OF THIS SETOF PLANS FOR EXISTING SITE CONDITIONS AND BOUNDARY INFORMATION.UTILITY CONFLICT NOTES:1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVEBEEN CALLED OUT FOR CONTRACTOR CONVENIENCE.2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BESEEN ON THE PLANS BETWEEN AN EXISTING UTILITY AND PROPOSED CONSTRUCTION.3.CONTRACTOR SHALL COMPLY WITH ALL DNR REQUIREMENTS FOR PIPE MATERIAL, PIPE JOINTS, AND ANY OTHER APPLICABLEREQUIREMENTS ANY TIME A STORM SEWER OR SANITARY SEWER CROSSES OVER OR LESS THAN 18" BELOW A WATER MAIN.4.FOR ALL CRITICAL CROSSINGS WITH EXISTING UTILITIES, THE ELEVATION OF THE EXISTING UTILITY SHALL BE FIELD VERIFIEDPRIOR TO CONSTRUCTION. NOTIFY BISHOP ENGINEERING PRIOR TO CONSTRUCTION IF A CONFLICT EXISTS.STREET NAME SIGN NOTES:1.STREET NAME BLADE SIGNS ARE REQUIRED TO BE INSTALLED PRIOR TO VERTICAL CONSTRUCTION BEGINNING.CONSTRUCTION SCHEDULE:THE FOLLOWING IS AN APPROXIMATE CONSTRUCTION SCHEDULE:GRADING: SPRING - SUMMER 2020UTILITIES: SPRING - SUMMER 2020PAVING: SUMMER - FALL 2020BUILDING CONSTRUCTION: SUMMER 2020 - FALL 2021BUILDING PHASING: BUILDING PHASING WILL START AT THE SE CORNER AND PROCEED WEST ALONG NW COMMON PL, THEN GO NORTHALONG NW HICKORY DR, EAST ALONG NW GREENWAY PL, AND FINISH SOUTH ALONG NW WAVERLY DREASEMENT NOTES:1.OUTLOT 'X' WILL BE COVERED BY A PUBLIC INGRESS/EGRESS EASEMENT, A PRIVATE WATER MAIN EASEMENT, APRIVATE SANITARY SEWER EASEMENT, AND A PRIVATE STORM SEWER EASEMENT.
DDHYD36403 SF0.84 ACOUTLOT "T"412150 SF9.46 ACOUTLOT "W"ST ST STSTSTSTST
SAN SAN SAN SAN SAN SANS WWW W W W W W W W W W W
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C
C C C C
CC C C C CW
WHY DHY DHY DWV
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WVNW PRAIRIESIDE DRNW PRAIRIESIDE DRHYD HYD
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SSANS29166 SFOUTLOT "Y"694073 SF623136 SF703136 SF633136 SF713136 SF644033 SF724033 SF654073 SF663136 SF673136 SF684033 SF443478 SF432358 SFC C
C
C C
CC C C C
C C
CCCCC403666 SF413562 SF422544 SF392643 SF373252 SF382531 SF352401 SF363424 SF342330 SF313222 SF335074 SF328062 SF233136 SF244033 SF254073 SF183136 SF263136 SF193136 SF204033 SF284033 SF294073 SF214073 SF223136 SF303136 SF174116 SF165324 SF742687 SF753428 SF473029 SF553029 SF483934 SF563934 SF493896 SF573896 SF503029 SF583029 SF513029 SF593029 SF523934 SF604495 SF533896 SF463029 SF543029 SF804033 SF453725 SF763379 SF64703 SFOUTLOT "X"273136 SF792899 SF772006 SF781996 SF733457 SF903136 SF893136 SF884033 SF874073 SF863136 SF853136 SF844033 SF834073 SF823136 SF813136 SF15' SETBACK20' SETBACK 20' SETBACK
20' SETBACK20' SETBACK20' SETBACK25' SETBACK 25' SETBACK
20' SETBACK 20' SETBACK
25' SETBACK 25' SETBACK
15385 SF23039 SF33039 SF43909 SF53909 SF63039 SF73039 SF83909 SF93909 SF103039 SF113039 SF123916 SF133862 SF142951 SF152870 SF25' SETBACK
20' SETBACKNW COMMON PLNW GREENWAY PLNW WAVERLY DR
SSANSSANSSANSANSANSSANSSANSTSTSTD
(PRIVATE)(PRIVATE)
(PRIVATE)
NW GREENWOOD PL
(PRIVATE)W
V
HY DHY DWV30'
SETBACK
56.33'34.08'26.50'26.50'34.42'34.08'26.50'26.50'34.42'34.08'26.50'26.50'21.92'
34.08'26.50'26.50'34.42'34.08'26.50'26.50'34.42'34.08'26.50'26.50'30.92'16.35'26.61'26.61'31.69'135.64
'60.98
'L=21.37'L=26.64'L=34.07'L=26.76'L=53.70'96.30'31.00'35.92'26.50'26.50'34.08'34.42'26.50'26.50'34.08'26.50'34.42'34.08'26.50'34.42'26.50'26.50'31.96'16.40'
106.53'77.94'32.58'91.77'26.50'26.50'34.42'34.08'26.50'26.50'34.42'34.08'26.50'26.50'34.42'34.08'26.50'26.50'51.64'129.63'6.96'55.06'26.50'26.50'34.08'34.08'26.50'26.50'34.08'34.08'26.50'26.50'12.80'26.01'19.10'26.57'26.57'28.49'32.46
'26.86
'26.86
'36.06
'15.68
'
15.91'26.50'26.50'34.08'34.42'26.50'26.50'34.08'34.42'26.50'26.50'34.08'34.09'26.50'17.91'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'39.51'101.41'118.33'118.33'118.33'109.33'103.33'L=23.56'L=30.39'L=26.81'L=11.01'86.19'92.18'L=2.42'L=26.51'L=35.73'L=34.97'L=16.09'101.45'104.16'99.77'97.77'40.05'24.08
'88.13'93.26'L=16.71'L=26.52'L=44.53'89.65'91.16'37.18'9.83'85.95'118.54'119.38'7.99'L=18.74'L
=
3
1
.
5
1'
L=23.70'L=4.59'68.98'10.92'26.50'26.50'34.08'34.42'26.50'26.50'34.08'34.42'26.50'26.50'34.08'34.42'21.91'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'L=3
9.27'93.33'23.24'26.50'34.08'34.08'26.50'26.50'34.08'34.08'26.50'26.50'34.17'34.00'26.50'26.50'52.00'114.70'
114.70'
114.70'
114.70'
114.70'
114.70'
114.38'
114.70'
112.55'
114.70'
109.99'
114.70'
106.43'
114.70'L=14.04'L=3.27'114.59'30.41'L=17.98'63.76'L=27.82'101.41'34.08'26.50'22.09'101.41'L=43.23'L=27.11'44.86
'L=46.61'76.40'
75.33'
75.33'20.51'26.50'32.58'26.50'26.50'34.42'34.08'26.50'34.42'26.50'34.08'26.50'34.42'34.08'26.50'26.50'26.58'114.32'114.32'114.32'114.32'114.32'114.32'114.32'114.32'114.32'114.32'114.32'114.32'114.32'45.30'L=22.92'39.25'L=14.14'114.32'114.32'L=14.14'L =2
9
.85'82.68'196.61
'101.26'137.92
'100.73'118.33'26.50'26.50'42.74'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'L=26.53'26.50'BUILDING TYPE ABUILDING TYPE BBUILDING TYPE ABUILDING TYPE BBUILDING TYPE CBUILDING TYPE CBUILDING TYPE CBUILDING TYPE CBUILDING TYPE HBUILDING TYPE EBUILDING TYPE EBUILDING TYPE EBUILDING TYPE DBUILDING TYPE DBUILDING TYPE DBUILDING TYPE HBUILDING TYPE HBUILDING TYPE FBUILDING TYPE FBUILDING TYPE FBUILDING TYPE GBUILDING TYPE GBUILDING TYPE G913641 SF613610 SF114.32'CCCCCCCCCCCCCCCC10' PRIVATE OVERLANDFLOWAGE EASEMENT 25' LANDSCAPEBUFFER25' LANDSCAPEBUFFERDETENTIONEASEMENT35'
P
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B
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I
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S
A
N
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A
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A
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10' PRIVATE STORM
SEWER EASE.10' PRIVATE OVERLANDFLOWAGE EASEMENT10' PRIVATE STORMSEWER & OVERLANDFLOWAGE EASEMENT10' PRIVATE STORMSEWER & OVERLANDFLOWAGE EASEMENT 25' LANDSCAPEBUFFER10' PUE10'
PR
IVATE
STORMSEWER EASE10' PUEPRIVATE WATER EASE.PRIVATE WATER EASE.PRIVATE WATER EASE.
PRIVATE WATER EASE.PRIVATE WATER EASE.PRIVATE WATER EASE.10' PUE10' PUE10' PUE10' PUE10' PUE10' PUE10' PUE10' PUE10' PRIVATE STORMSEWER EASEMENTPRIVATE STORMSEWER &OVERLANDFLOWAGE EASE.PRIVATESANITARY EASEJURISDICTIONALSTREAMLAYOUT PLANC2.0REFERENCE 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:THE COMMONS AT GREENWAY PARK PLAT 2
TOWNHOMES SITE PLAN PHASE 2JMR070600JEJ12/23/19 1ST CITY SET1/21/20 2ND CITY SET2/4/20 3RD CITY SET2/18/20 4TH CITY SET180300-2GRAPHIC SCALE040204080M:\LAND PROJECTS 2018\180300 PHASE 2 SITE PLAN\DWG\C2 LAYOUT.DWG2/18/2020 8:56:25 AM
DDWVHYDHYD
WV
HYDCO15' WATER MAIN EASEMENTELECTRIC
EASEMENT 412150 SF9.46 ACOUTLOT "W"BUILDING #18TYPE 56540 SFBUILDING #21TYPE 62714 SF142-D2140-E141-E143-A144-C145-B146-B147-B148-C149-A153-A154-C150-B3151-C152-ABUILDING #1 TYPE 1 - 4720 SFST ST
SAN SAN SAN SANSW
W W W W W W W W W W W
C
C
C
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CC C C C CWW
WHY DHY DWV
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SAN SAN SAN SAN SAN SAN
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SSSSSANSANSANSANSANSANSANWWWWWWWWWWW W W W W W W W W
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HY DSSANSANS694073 SF623136 SF703136 SF633136 SF713136 SF644033 SF724033 SF654073 SF663136 SF673136 SF684033 SFC C C
C C C
CC C C C C C C233136 SF244033 SF254073 SF183136 SF263136 SF193136 SF204033 SF284033 SF214073 SF223136 SF174116 SF165324 SF553029 SF563934 SF493896 SF573896 SF503029 SF583029 SF513029 SF593029 SF523934 SF604495 SF533896 SF543029 SF804033 SF64703 SFOUTLOT "X"273136 SF903136 SF893136 SF884033 SF874073 SF863136 SF853136 SF844033 SF834073 SF823136 SF813136 SF15' SETBACK20' SETBACK 20' SETBACK
20' SETBACK25' SETBACK 25' SETBACK
20' SETBACK 20' SETBACK
25' SETBACK 25' SETBACK
15385 SF23039 SF33039 SF43909 SF53909 SF63039 SF73039 SF83909 SF93909 SF103039 SF113039 SF123916 SF133862 SF142951 SF152870 SFFUTURE NW 2ND STNW COMMON PLNW WAVERLY DR STSTD(PRIVATE)(PRIVATE)
(PRIVATE)
NW GREENWOOD PL
HY DHY DWV34.08'26.50'26.50'34.42'34.08'26.50'26.50'34.42'34.08'26.50'26.50'21.92'
34.08'26.50'26.50'34.42'34.08'26.50'26.50'34.42'34.08'26.50'26.50'30.92'L=21.37'L=26.64'L=34.07'L=26.76'L=53.70'96.30'31.00'35.92'26.50'26.50'34.08'34.42'26.50'26.50'34.08'26.50'34.42'34.08'26.50'
34.42'34.08'26.50'26.50'34.42'34.08'26.50'26.50'34.42'34.08'26.50'26.50'51.64'129.63'6.96'55.06'26.50'26.50'34.08'34.08'26.50'26.50'34.08'34.08'26.50'26.50'12.80'15.91'26.50'26.50'34.08'34.42'26.50'26.50'34.08'34.42'26.50'26.50'34.08'34.09'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'39.51'101.41'118.33'118.33'118.33'109.33'103.33'L=2
3.56'
10.92'26.50'26.50'34.08'34.42'26.50'26.50'34.08'34.42'26.50'26.50'34.08'34.42'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'L=39.27'93.33'23.24'26.50'34.08'34.08'26.50'26.50'34.08'34.08'26.50'26.50'34.17'34.00'26.50'26.50'52.00'114.70'
114.70'
114.70'
114.70'
114.70'
114.70'
114.38'
114.70'
112.55'
114.70'
109.99'
114.70'
106.43'
114.70'L=14.04'L=3.27'114.59'30.41'L=17.98'63.76'L=27.82'34.42'34.08'26.50'34.42'26.50'34.08'26.50'34.42'34.08'26.50'26.50'26.58'114.32'114.32'114.32'114.32'114.32'114.32'114.32'114.32'114.32'114.32'114.32'45.30'L=22.92'39.25'L=14.14'114.32'L=14.14'118.33'26.50'26.50'42.74'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'118.33'26.50'BUILDING TYPE ABUILDING TYPE BBUILDING TYPE ABUILDING TYPE BBUILDING TYPE CBUILDING TYPE CBUILDING TYPE CBUILDING TYPE EBUILDING TYPE EBUILDING TYPE EBUILDING TYPE DBUILDING TYPE DBUILDING TYPE DBUILDING TYPE FBUILDING TYPE FBUILDING TYPE F913641 SF613610 SFCCCCCCCCCCCCCCCCCCC29'5'24'5'10' PRIVATE OVERLANDFLOWAGE EASEMENT 25' LANDSCAPEBUFFER10' PRIVATE STORMSEWER EASE.10' PRIVATE OVERLANDFLOWAGE EASEMENT10' PRIVATE STORMSEWER & OVERLANDFLOWAGE EASEMENT 25' LANDSCAPEBUFFER10' PUE26.50'1.00'26.67'1.00'26.33'1.00'26.67'26.83'26.50'1.00'26.67'1.00'26.33'1.00'26.67'26.83'43.17'22.00'43.17'22.00'43.17'22.00'43.17'22.00'43.17'22.00'43.17'22.00'43.17'22.00'43.17'22.00'26.50'1.00'26.67'1.00'26.33'1.00'26.67'26.83'26.50'1.00'26.67'1.00'26.33'1.00'26.67'26.83'43.17'22.00'43.17'22.00'26.50'1.00'26.67'1.00'26.33'1.00'26.67'26.83'26.50'1.00'26.67'1.00'26.33'1.00'26.67'26.83'43.17'22.00'43.17'22.00'43.17'22.00'43.17'22.00'43.17'22.00'43.17'22.00'29.83'19.00'6.00'48.83'106.17'48.83'19.00'6.00'20.50'19.00'19.00'6.00'19.00'19.00'20.50'19.00'6.00'20.50'19.00'6.00'29.83'106.17'20.67'48.83'6.00'19.00'19.00'20.50'20.50'19.00'6.00'19.00'6.00'6.00'19.00'19.00'20.50'19.00'106.17'
20.67'29.83'19.00'48.83'20.50'19.00'6.00'19.00'19.00'6.00'
20.50'19.00'6.00'19.00'20.50'19.00'6.00'29.83'106.17'48.83'20.67'19.00'6.00'19.00'20.50'19.00'6.00'19.00'20.50'19.00'6.00'19.00'20.50'19.00'6.00'29.83'106.17'48.83'20.67'19.00'20.50'
6.00'19.00'20.50'19.00'20.50'
6.00'19.00'6.00'19.00'19.00'6.00'19.00'29.83'20.67'
106.17'19.00'48.83'19.00'19.00'6.00'
20.50'
6.00'19.00'20.50'19.00'6.00'19.00'20.50'
6.00'19.00'29.83'106.17'
20.67'48.83'19.00'6.00'
20.50'20.50'19.00'6.00'19.00'19.00'19.00'6.00'19.00'29.83'20.50'19.00'48.83'6.00'
106.17'
6.00'19.00'20.67'19.00'20.50'6.00'19.00'19.00'19.00'20.50'6.00'19.00'20.50'19.00'6.00'29.83'106.17'48.83'20.67'19.00'6.00'19.00'20.50'19.00'6.00'19.00'20.50'19.00'6.00'19.00'20.50'19.00'6.00'29.83'106.17'48.83'20.67'
20.50'19.00'19.00'6.00'19.00'6.00'19.00'20.50'20.50'19.00'6.00'19.00'19.00'29.83'6.00'
20.67'
106.17'48.83'19.00'19.00'20.50'
6.00'19.00'6.00'19.00'20.50'19.00'6.00'19.00'20.50'
6.00'19.00'106.17'29.83'48.83'20.67'19.00'19.00'6.00'
20.50'19.00'6.00'19.00'20.50'19.00'6.00'19.00'20.50'19.00'6.00'29.83'106.17'48.83'20.67'26.50'1.00'26.67'1.00'26.33'1.00'26.67'26.83'26.50'1.00'26.67'1.00'26.33'1.00'26.67'26.83'10' PUEPRIVATE WATER EASE.PRIVATE WATER EASE.
PRIVATE WATER EASE.PRIVATE WATER EASE.10' PUE10' PUE10' PUE10' PUE10' PUE10' PUER1
5
'
R50'
R74'R15'10'5'5'20.5'20.5'20.5'20.5'15.5'12.93'8'
20.5'20.5'
20.5'
24'
24'
5'20.5'25.5'25.5'25.5'19.83'20.5'20.5'15'25.5'25.5'15.33'25.5'24'5'16.01'
16.36'
16.01'
16.01'
15.5'
21.46'
20.49'
20.49'9.83'9.83'9.98'15'15'25.79'23.42'
23.07'
23.43'17.55'22.62'15.33'
15.34'
4.33'
15.33'15.33'
4.33'
15.33'
15.33'15.33'15.33'
15.33'15'13.17'13.53'FUTURE 100' ROWFUTURE 37' B/BROAD WIDTH
6" PCC5" PCC WALK5" PCC WALK5" PCC WALK5" PCC WALK
6" PCC6" PCC6" PCC
5" PCC WALK
6" PCC
5" PCC WALK
6" PCC
5" PCC WALK
6" PCC
5" PCC WALK TYP4" PCCDRIVE,TYP4" PCCDRIVE,TYP4" PCCDRIVE,TYP4" PCCDRIVE,TYP4" PCCDRIVE,TYP4" PCCDRIVE,TYP3" ROLLEDCURB3" ROLLEDCURB3" ROLLEDCURB3" ROLLEDCURB3" ROLLEDCURB3" ROLLEDCURB6" WHITECROSSWALKSTRIPES, TYP6" WHITECROSSWALKSTRIPES, TYP4" PCCDRIVE, TYPFLOWAGE EASE.5" PCC WALK5" PCC WALKADA RAMP& LANDING24'R15'R1
5
'6" STD CURB6" STD CURB4" WIDE WHITESTRIPE, TYP9'20'210214218222230234238242248252256260266270274278210214218222228232236240248254258264263257253249243235231227223217213209205208212216220226230234238246250254258266250256259255251245237233229225219215211207LAYOUT 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:THE COMMONS AT GREENWAY PARK PLAT 2
TOWNHOMES SITE PLAN PHASE 2JMR070600JEJ12/23/19 1ST CITY SET1/21/20 2ND CITY SET2/4/20 3RD CITY SET2/18/20 4TH CITY SET180300-2GRAPHIC SCALE030153060M:\LAND PROJECTS 2018\180300 PHASE 2 SITE PLAN\DWG\C2 LAYOUT.DWG2/18/2020 8:50:48 AM
DD36403 SF0.84 ACOUTLOT "T"412150 SF9.46 ACOUTLOT "W"BUILDING #24 TYPE 63770 SFBUILDING #22TYPE 56540 SF30-C31-B32-B3153-A154-C155-B156-B157-B158-C159-A152-AST ST ST ST
ST ST ST ST ST
SAN SAN SAN SAN SAN SAN WWWW W W W W WCCCC
CHY DHY DWV
WVNW PRAIRIESIDE DR HYD
WVWV WVDETENTION EASEMENTCCSTSTSTST
ST
STSTSTSAN SAN SAN SANSANSANSANSANSTSTSTS STWWWWW W W
W W W WHYDHYD WWWWVWV 29166 SFOUTLOT "Y"70713136 SF724033 SF443478 SF432358 SFC C CC
CCCCCCC403666 SF413562 SF422544 SF392643 SF373252 SF382531 SF352401 SF363424 SF342330 SF313222 SF335074 SF328062 SF26284033 SF294073 SF303136 SF742687 SF753428 SF473029 SF483934 SF493896 SF503029 SF51463029 SF804033 SF453725 SF763379 SF273136 SF792899 SF772006 SF781996 SF733457 SF82813136 SF20' SETBACK
20'
SETBACK20' SETBACK25' SETBACK
20' SETBACK
25' SETBACK
25' SETBACK
20' SETBACK NW GREENWAY PLNW WAVERLY DR
SSANSANSSANSANSSANSANSANSANSSANSANSSANSTSTST
STD
(PRIVATE)
(PRIVATE)
NW GREENWOOD PL
(PRIVATE)
W
V
30'
SETBACK
56.33'34.08'26.50'26.50'
34.08'26.50'16.35'26.61'26.61'31.69'135.64'60.98
'
26.50'34.08'26.50'34.42'26.50'26.50'31.96'16.40'
106.53'77.94'32.58'91.77'26.50'26.50'34.42'34.08'26.50'26.01'19.10'26.57'26.57'28.49'32.46
'26.86
'26.86
'36.06
'15.68
'
26.50'34.08'34.09'26.50'17.91'118.33'118.33'39.51'101.41'L=30.39'L=26.81'L=11.01'86.19'92.18'L=2.42'L=26.51'L=35.73'L=34.97'L=16.09'101.45'104.16'99.77'97.77'40.05
'24.08'88.13'93.26'L=16.71'L=26.52'L=44.53'89.65'91.16'37.18'9.83'85.95'118.54'119.38'7.99'L=18.74'L
=
3
1
.
5
1
'
L=23.70'L=4.59'68.98'26.50'26.50'34.08'34.42'21.91'118.33'118.33'118.33'118.33'101.41'34.08'26.50'22.09'101.41'L=43.23'L=27.11'44.86
'L=46.61'76.40'
75.33'
75.33'20.51'26.50'32.58'26.50'26.50'34.42'34.08'26.50'114.32'114.32'114.32'114.32'114.32'114.32'L=2
9
.
8
5'
82.68'196.61'101.26'137.92
'100.73'118.33'26.50'26.50'42.74'118.33'118.33'118.33'L=26.53'26.50'BUILDING TYPE CBUILDING TYPE CBUILDING TYPE HBUILDING TYPE EBUILDING TYPE DBUILDING TYPE HBUILDING TYPE HBUILDING TYPE FBUILDING TYPE GBUILDING TYPE GBUILDING TYPE G114.32'CCCCCCC5'25' LANDSCAPEBUFFERDETENTIONEASEMENT35' PUBLIC SANIT
A
R
Y
SEWE
R
E
A
S
E
.
10' PRIVATE STORMSEWER EASE.10' PRIVATE STORMSEWER EASE.10' PRIVATE OVERLANDFLOWAGE EASEMENT10' PRIVATE STORMSEWER & OVERLANDFLOWAGE EASEMENT10'
PR
IVATE
STORMSEWER EASE106.17'48.33'20.67'19.00'6.00'19.00'20.50'19.00'6.00'19.00'20.50'19.00'6.00'19.00'6.00'20.50'19.00'29.33'19.00'19.00'19.00'19.00'6.00'20.50
'20.50
'6.00
'19.00'6.00
'19.00'20.50
'6.00
'19.00'106.17
'48.83'20.50
'19.00'29.83'20.67
'19.00'6.00
'20.50
'19.00'19.00'19.00'6.00
'20.50
'19.00'6.00
'29.83'6.00
'19.00'19.00'106.17
'20.67
'48.83'19.00'6.00'6.00'6.00'
20.50'19.00'20.50'19.00'20.50'19.00'29.83'19.00'6.00'19.00'20.67'
106.17'48.83'19.00'48.83'20.67'19.00'19.00'6.00'
20.50'19.00'20.50'
6.00'6.00'29.83'79.67'19.00'106.17'6.00'48.33'
19.00'20.67'19.00'
19.00'
19.00'6.00'20.50'6.00'19.00'
19.00'20.50'20.50'6.00'29.33'19.00'6.00'
19.00'19.00'19.00'20.50'6.00'19.00'20.50'6.00'19.00'19.00'20.50'19.00'106.17'6.00'29.83'20.67'48.83'19.00'6.00'19.00'19.00'20.50'19.00'6.00'20.50'19.00'6.00'29.83'106.17'
6.00'19.00'19.00'20.50'20.50'19.00'6.00'19.00'106.17'
20.67'48.83'19.00'19.00'6.00'
20.50'19.00'6.00'19.00'20.50'19.00'6.00'29.83'106.17'19.00'6.00'19.00'20.50'19.00'6.00'19.00'20.50'
106.17'48.83'20.67'
PRIVATE WATER EASE.
PRIVATE WATER EASE.PRIVATE WATER EASE.10' PUE10' PUE10' PUE24'5'R
1
5
'R15'R25'R49'R300'R324'R500'R524'R300'R324'14.72'20.5'20.67'20.31'20.5'20.5'15.5'12.93'8'
20'25.5'4.16'20.5'15'20.5'25.5'11.32'24'5'24'15.33'
15.33'16.54'
6" PCC
5" PCC WALK
6" PCC
5" PCC WALK 6" PCC5" PCC WALK6"
PCC5"
PCC
WALK4" PCCDRIVE,TYP4" PCCDRIVE,TYP4" PCCDRIVE,TYP3" ROLLEDCURB3" ROLLEDCURB6" WHITECROSSWALKSTRIPES, TYP6" STD CURB3" ROLLEDCURB3" ROLLEDCURB5" PCC FLUME10' PRIVATE STORMSEWER EASEMENT4" PCCDRIVE, TYP4" PCCPRIVATE STORMSEWER &OVERLANDFLOWAGE EASE.PRIVATESANITARY EASER3'R3'4" WIDE WHITESTRIPE, TYP17'9'6"
PCC258264270274278282259253247241233229225221215211207203275271267263257253254258266270274244250256262259255JURISDICTIONALSTREAMLAYOUT PLANC2.2REFERENCE 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:THE COMMONS AT GREENWAY PARK PLAT 2
TOWNHOMES SITE PLAN PHASE 2JMR070600JEJ12/23/19 1ST CITY SET1/21/20 2ND CITY SET2/4/20 3RD CITY SET2/18/20 4TH CITY SET180300-2GRAPHIC SCALE030153060M:\LAND PROJECTS 2018\180300 PHASE 2 SITE PLAN\DWG\C2 LAYOUT.DWG2/18/2020 8:50:53 AM
DDWVHYDSSSSSSSSHYD
WV
HYD
CO15' WATER MAIN EASEMENTSSELECTRIC
EASEMENT 412150 SF9.46 ACOUTLOT "W"BUILDING #18TYPE 56540 SFBUILDING #21TYPE 62714 SF142-D2140-E141-E143-A144-C145-B146-B147-B148-C149-A153-A154-C150-B3151-C152-ABUILDING #1 TYPE 1 - 4720 SFST ST
SAN SAN SAN SANSW
W W W W W W W W W W W
C
C
C
C C C C
CC C C C CWW
WHY DHY DWV
WVWVWV
NW PRAIRIESIDE DRHYDCCC ST
SAN SAN SAN SAN SAN SAN
SAN SAN
SAN SAN SAN SAN SANSANSANSAN
SSSSSANSANSANSANSANSANSANWWWWWWWWWWW W W W W W W W W
W W W W W W W W WHYDHYD
WVWVWVWV
HY DSSANSANS694073 SF623136 SF703136 SF633136 SF713136 SF644033 SF724033 SF654073 SF663136 SF673136 SF684033 SFC C C
C C C
CC C C C C C C233136 SF244033 SF254073 SF183136 SF263136 SF193136 SF204033 SF284033 SF214073 SF223136 SF174116 SF165324 SF553029 SF563934 SF493896 SF573896 SF503029 SF583029 SF513029 SF593029 SF523934 SF604495 SF533896 SF543029 SF804033 SF64703 SFOUTLOT "X"273136 SF903136 SF893136 SF884033 SF874073 SF863136 SF853136 SF844033 SF834073 SF823136 SF813136 SF101510161017101610161017
101710181018 101010151009101110121013101410161010 10091011101210131014
101010151015
1009101110111012
10121013
10131014101410161016
101010151011101210131
0
1
4
101010151011101210131014101010091011101510121013101410171018 1
0
0
9
1009
1010101010101011
1011 10111011101210121013
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101
4
10
1
3
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10151014101310151016
1
0
1
5 1014101310121
0
1
1
1
0
1
01011 1010
10101011
1011101210131014
1015
1015 1014
1013
1012
1011
1011
1010
101110111012
10131014
1015101510161015
1016101610171016101710161017101715385 SF23039 SF33039 SF43909 SF53909 SF63039 SF73039 SF83909 SF93909 SF103039 SF113039 SF123916 SF133862 SF142951 SF152870 SFFUTURE NW 2ND STNW COMMON PLNW WAVERLY DR 1011101210131014STSTD100810091009
(PRIVATE)(PRIVATE)
(PRIVATE)
NW GREENWOOD PL
HY DHY DWV1008
BUILDING TYPE ABUILDING TYPE BBUILDING TYPE ABUILDING TYPE BBUILDING TYPE CBUILDING TYPE CBUILDING TYPE CBUILDING TYPE EBUILDING TYPE EBUILDING TYPE EBUILDING TYPE DBUILDING TYPE DBUILDING TYPE DBUILDING TYPE FBUILDING TYPE FBUILDING TYPE F913641 SF613610 SFCCCCCCCCCCCCCCCCCCC10' PRIVATE OVERLANDFLOWAGE EASEMENT 25' LANDSCAPEBUFFER10' PRIVATE STORM
SEWER EASE.10' PRIVATE OVERLANDFLOWAGE EASEMENT10' PRIVATE STORMSEWER & OVERLANDFLOWAGE EASEMENT 25' LANDSCAPEBUFFER10' PUE10' PUEPRIVATE WATER EASE.PRIVATE WATER EASE.
PRIVATE WATER EASE.PRIVATE WATER EASE.10' PUE10' PUE10' PUE10' PUE10' PUE10' PUEFF=1018.50FF=1015.75FF=1014.75FF=1013.00FF=1011.50FF=1011.50FF=1011.50FF=1011.50FF=1011.50FF=1013.00FF=1013.00FF=1013.00FF=1016.00FF=1015.00FF=1016.50FF=1016.00FF=1014.00FF=1014.00FF=1014.00FF=1014.00FF=1012.50FF=1012.50FF=1017.00FF=1017.001.4%1.4%1.4%1.4%0.2%
0.2%
1.0%
1.4%1.4%
1
.
4%1%1.4%1.4%2
.0%4.5%2.5%2.5%4.5%1.3%FF=1017.50FF=1012.50FF=1017.00FF=1018.00FF=1018.00FF=1018.00FF=1016.50FF=1016.50FF=1018.50FF=1018.50FF=1018.50FF=1018.50FF=1018.50FF=1017.50FF=1017.50FF=1017.50FF=1017.50FF=1017.50FF=1017.00FF=1017.00FF=1017.00FF=1017.00FF=1015.75FF=1014.75FF=1013.00FF=1013.00FF=1013.00FF=1011.50FF=1012.50FF=1012.50FF=1012.50FF=1014.00FF=1014.00FF=1014.00FF=1016.00FF=1017.00FF=1017.00FF=1016.50FF=1015.50FF=1015.50FF=1014.00FF=1012.50FF=1012.50FF=1011.50FF=1011.50FF=1013.00FF=1015.00FF=1016.001.4%1.4%1.4%1.4%1.4%1.4%1.4%1.4%1%1.4%
1.4%
1.4%
1.4%
1.4%
1
%
1.0%1.5%1.2%1.4%
1.4%
1.4%
1.4%
0.7%
0.6%
1%
1%1.0%1.0%1%
1%4.
5%
1.4%
1.4%
1.4%18.0017.0017.00100-YEAR PONDINGELEV = 1007.907.7015.60EX16.5014.93T/C14.68G13.5012.5013.5016.70T/C EX16.20G EX16.30T/C EX15.80G EX16.37 EX16.15EX17.10EX17.9016.80T/C16.55G15.60T/C15.35G16.6716.6715.6715.6713.6713.6713.6712.1713.6712.1712.1712.1711.1712.6712.6712.6712.6714.6714.6715.6715.4215.4214.4214.4212.6712.6712.6712.6711.1711.1711.1716.1716.1715.1715.1713.6713.6713.6713.6712.1712.1712.1712.1711.50T/C11.25G14.05T/C13.80G15.40T/C15.15G16.6716.6716.6716.6714.4416.7211.3215.3715.7015.20G15.58G15.25G15.63G15.6515.2715.6715.40T/C14.90G15.4713.75G13.80G13.8713.8214.37T/C14.10G14.27T/C13.90G15.30G16.05T/C15.70G14.3416.55T/C16.05G16.129.6017.60EX18.0016.75T/C EX18.0018.0016.50T/C16.25G17.5018.0017.3516.30T/C EX18.0018.0016.00T/C15.75G18.0018.0018.0017.0016.4015.55T/C15.30G17.2018.0018.0018.0017.0016.9017.0017.8017.4016.2017.0015.25T/C15.00G16.4014.95T/C14.70G17.0017.0016.4017.0015.7017.0014.60T/C14.35G16.5016.5017.0017.0017.0014.70T/C14.45G15.20T/C14.70G15.2716.40T/C15.90G16.4716.65T/C16.40G14.40T/C14.15G15.5014.0014.0714.1215.6715.5015.5014.5016.5016.0015.4014.0514.1214.7214.65T/C14.15G15.8215.75T/C15.25G16.25T/C15.75G16.3214.50T/C14.00G14.5716.5015.5015.5014.5015.2514.93T/C14.43G15.0014.2515.2514.2511.8211.75T/C11.50G13.05T/C12.80G12.80T/C12.55G13.1212.7512.5012.0012.0010.30T/C10.05G10.55T/C10.30G10.6211.15T/C10.90G10.90T/C10.65G11.2212.6712.5012.0012.509.70T/C9.45G9.95T/C9.70G10.029.35T/C9.10G9.10T/C8.85G9.4211.0011.1711.1711.0011.1711.0010.509.9011.0011.0011.1710.3010.5011.0010.5010.509.5015.0016.0015.0015.0011.25T/C11.00G11.50T/C11.25G11.9211.85T/C11.60G12.10T/C11.85G13.1213.05T/C12.80G13.30T/C13.05G14.5714.50T/C14.25G14.75T/C14.50G15.35T/C15.10G13.5013.5012.3013.5013.5013.0013.5013.0010.7210.65T/C10.40G10.90T/C10.65G10.1210.05T/C9.80G10.30T/C10.05G13.0012.0012.0012.0011.5011.5010.5012.0011.5011.0011.0011.9012.0010.509.3010.759.9010.0010.0010.0017.6716.6716.6716.5517.6717.6717.6717.6717.6716.1716.1716.5016.90EX16.5016.5016.5017.0016.5015.9016.1716.1716.5016.0014.95EX14.70EX17.4016.0517.4017.8016.5516.5518.0017.40EX16.5516.0517.4016.0516.5517.50EX16.5516.90EX15.50EX16.50EX15.75EX16.65EX17.30EX16.05EX15.40EX15.90EX15.20EX16.2517.00EX16.30EX16.7516.6815.7715.4215.0814.7914.6716.6515.3013.81EX13.74EX13.88EX13.05EX12.79EX11.92EX11.00EX11.80EX10.75EX8.88EX10.57EX9.67EX13.4012.3011.1510.659.959.4510.5010.9711.7012.5014.0015.2512.96EX12.60EX12.00EX11.50EX10.81EX10.28EX9.75EX9.05EX8.60EX8.70EX9.00EX9.60EX9.45EX8.93EX8.40EX8.00EX8.14EX8.82EX9.50EX10.03EX10.56EX11.24EX11.91EX12.44EX7.008.008.502.1%2.7%
2.0%2.1%
2.0%2.0%
2.5%4.8%
2.0%2.1%
3.0%4.0%14.4313.9013.3712.5411.8611.332.0%2.0%2.0%2.4%2.0%2.0%10.802.0%10.112.0%9.422.0%8.892.0%8.362.0%2.0%2.0%2.0%2.0%3.0%2.0%
2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%9.50EX2.0%2.4%2.0%2.0%11.002.0%2.0%2.0%15.552.0%2.4%4.4%2.0%8.908.519.049.572.0%2.0%2.0%8.0014.2514.0013.4013.0012.7512.3211.8511.4411.0010.7410.7010.2110.159.689.508.999.008.308.257.778.107.242.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.6%2.6%3.8%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2
.2%3.4%15.1014.1012.6011.8511.1510.65
1
5
.
2
5 9.8010.3010.9711.5012.5513.70100-YEAR PONDINGELEV = 1008.21OVERFLOWROUTEROUTE30'30'30'30'30'30'30'30'30'30'30'31.7'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'10.31'6.22'14.8214.7714.7514.701.4%1.4%4.2%4.2%1.0%1.0%3.9%1.4%15.10T/C14.60G15.173.9%14.95G15.00G15.25G15.30G16.2516.2015.7515.7015.7515.7015.0515.1715.1215.1015.5015.4515.2715.4715.5715.6715.8215.9716.1216.2216.5716.7216.9717.1717.3717.4717.5717.6717.05T/C16.55G16.15EX16.10EX16.65EX16.60EX16.72 EX16.67EX16.4016.3516.9016.8516.8516.901.0%1.0%1.0%4.7%4.7%
1.0%6.1%5.9%1.0%1.0%1.3%1.1%1.0%1.0%1.4%1.4%6.8%6.7%1.0%1%2.8%2.8%1%0.5%4.5%4.5%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 6".3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, 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 PLANC3.1REFERENCE 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:THE COMMONS AT GREENWAY PARK PLAT 2
TOWNHOMES SITE PLAN PHASE 2JMR070600JEJ12/23/19 1ST CITY SET1/21/20 2ND CITY SET2/4/20 3RD CITY SET2/18/20 4TH CITY SET180300-2GRAPHIC SCALEXXXXXGRADING 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 2018\180300 PHASE 2 SITE PLAN\DWG\C3 GRADING.DWG2/18/2020 8:51:16 AM
DDSSSSSSSSSSS36403 SF0.84 ACOUTLOT "T"412150 SF9.46 ACOUTLOT "W"SSSSSSBUILDING #24 TYPE 63770 SFBUILDING #22TYPE 56540 SF30-C31-B32-B3153-A154-C155-B156-B157-B158-C159-A152-AST ST ST ST
ST ST ST ST ST
SAN SAN SAN SAN SAN SAN WWWW W W W W WCCCC
CHY DHY DWV
WVNW PRAIRIESIDE DR HYD
WVCCCSTSTSTST
ST
STSTSTSAN SAN SAN SANSANSANSANSANSTSTSTS STWWWWW W W
W W W W W
HY DHY DWWWWVWV 29166 SFOUTLOT "Y"703136 SF713136 SF724033 SF443478 SF432358 SFC C CC
CCCCCCC403666 SF413562 SF422544 SF392643 SF373252 SF382531 SF352401 SF363424 SF342330 SF313222 SF335074 SF328062 SF263136 SF284033 SF294073 SF303136 SF742687 SF753428 SF473029 SF483934 SF493896 SF503029 SF513029 SF463029 SF804033 SF453725 SF763379 SF273136 SF792899 SF772006 SF781996 SF733457 SF823136 SF813136 SF10091010 10061007100810091010 100810091009101110121009
10091010100910091009
10071008100910101009
10081005100310041006100710081
0
0
5
1
0
0
5
1005100310031
0
0
4
1
0
0
4
1
0
0
6
1006
100610071007 1007 10081002100510041006100710081009100910081009100810091009100710081009100910091
0
0
9
1009101010
0
8
100910
0
9
100810101010 1009
1010
1009
1010101010101011
1011 101110091009100
8
1010
10101011
1010
NW GREENWAY PLNW WAVERLY DR 100910101011SSANSANSSANSANSSANSANSANSANSSANSANSSANSTSTST
STD 100810081009100810091009
(PRIVATE)
(PRIVATE)
NW GREENWOOD PL
(PRIVATE)W
V
1008
BUILDING TYPE CBUILDING TYPE CBUILDING TYPE HBUILDING TYPE EBUILDING TYPE DBUILDING TYPE HBUILDING TYPE HBUILDING TYPE FBUILDING TYPE GBUILDING TYPE GBUILDING TYPE G10091010CCCCCCC25' LANDSCAPEBUFFERDETENTIONEASEMENT35' PUBL
I
C
S
A
N
I
T
A
R
Y
SE
W
E
R
E
A
S
E
.
10' PRIVATE STORMSEWER EASE.10' PRIVATE STORMSEWER EASE.10' PRIVATE OVERLANDFLOWAGE EASEMENT10' PRIVATE STORMSEWER & OVERLANDFLOWAGE EASEMENT10' PRIVATE
STORMSEWER EASEPRIVATE WATER EASE.
PRIVATE WATER EASE.PRIVATE WATER EASE.10' PUE10' PUE10' PUE10' PRIVATE STORMSEWER EASEMENTFF=1011.50FF=1011.50FF=1010.00FF=1011.50FF=1012.50FF=1011.50FF=1011.00FF=1010.001.4%1.4%0.6%1.4%3.9%
3.9%1.4%FF=1012.50FF=1011.00FF=1010.50FF=1010.50FF=1010.000.6%FF=1010.00FF=1010.00FF=1010.00FF=1010.00FF=1010.00FF=1010.00FF=1010.00FF=1010.00FF=1010.00FF=1010.00FF=1011.50FF=1011.50FF=1011.50FF=1012.50FF=1012.50FF=1011.00FF=1010.50FF=1010.50FF=1011.50FF=1010.00FF=1010.00FF=1010.001.4%1.4%1.4%3
.
8%1.4%2
.
2%1%1.0%0.3%1%
0.6%1.0%1.4%0.8%1.4%
1.4%
1.4%1.4%1.4%1.4%1.3%1.0%1.0%1.0%1002.081002.33EX1002.40100-YEAR PONDINGELEV = 1008.72100-YEAR PONDINGELEV = 1004.79100-YEAR PONDINGELEV = 1007.90100-YEAR PONDINGELEV = 1008.36100-YEAR PONDINGELEV = 1007.92FEMA 100-YR FLOOD LINEZONE A MAP #19049C0335FEXISTING JURISDICTIONALSTREAM BEYOND THIS LIMITMUST BE PROTECTEDEXISTING JURISDICTIONALSTREAM BEYOND THIS LIMITMUST BE PROTECTED7.207.70100-YEAR PONDINGELEV = 1007.958.95T/C EX8.70G EX8.54 EX8.858.70T/C8.45G8.80T/C8.30G8.90T/C8.65G12.1712.1712.1711.1711.1711.1711.1711.1711.179.679.679.679.6712.1712.1710.6710.6710.678.25T/C8.00G8.75T/C8.50G10.1710.1710.179.679.679.679.679.679.679.679.679.679.35T/C9.10G8.45 EX1002.108.779.078.57G8.878.588.57G8.628.928.93G8.95G9.008.078.828.329.609.70T/C9.45G9.95T/C9.70G10.029.35T/C9.10G9.10T/C8.85G9.4211.1711.1711.1711.008.55T/C8.30G10.508.80T/C8.55G8.878.20T/C7.70G9.9010.1711.1710.5011.0010.5010.509.509.509.008.509.5010.7210.65T/C10.40G10.90T/C10.65G10.1210.05T/C9.80G10.30T/C10.05G9.529.45T/C9.20G9.70T/C9.45G12.0011.5011.5010.5010.0010.0012.0011.5011.0011.0011.0010.509.3010.759.9011.009.00T/C8.75G8.00T/C7.75G8.25T/C8.00G10.5010.0010.0010.0010.009.00T/C8.75G10.009.509.509.509.509.25T/C9.00G8.80T/C8.55G8.979.679.509.679.679.509.507.009.259.259.509.509.508.51G9.25T/C9.00G1002.00EX9.209.10100-YEAR PONDINGELEV = 1007.328.88EX10.57EX9.67EX7.95EX8.60EX7.62EX6.50EX4.90EX9.458.758.558.30
8.
7
0
6.
5
5
E
X
6.
2
0
E
X
7.
0
0
E
X
7.
1
0
6.
1
0
E
X
6.
5
5
E
X
6.
4
0
E
X
6.
4
0
E
X
6.
7
0
E
X
7.
0
0
E
X
7.
0
0
E
X
7.
0
0
E
X
7.00EX7.02EX8.858.808.50
8
.
5
0
9
.
0
5
9
.
3
0
9.
0
5
8.
8
5
9.
1
0
9.
3
0
9.158.
9
08.60EX9.259.8010.508.70EX9.00EX9.60EX8.95EX8.70EX8.05EX6.70EX7.70EX7.50EX8.23EX8.76EX9.45EX8.93EX8.40EX8.00EX0
.
4%7.008.008.50PRIVATE STORMSEWER &OVERLANDFLOWAGE EASE.8.892.0%8.362.0%2.0%3.0%2.0%2.0%8.428.952.0%2.0%2.0%8.728.222.0%2.0%2.3%8.403.0%2.2%2.0%2.0%2.4%
2.0%2.0%2.0%2.0%2.0%2.0%2.0%9.50EX2.0%2.4%8.602.3%
2.1%
3.5%2.0%2.4%4.4%2.0%8.908.519.049.572.0%2.0%2.0%8.008.257.778.107.242.0%2.0%2.0%10.659.979.508.888.109.80100-YEAR PONDINGELEV = 1008.21100-YEAR PONDINGELEV = 1006.89OVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTEOVERFLOWROUTE30'30'31.7'30'30'30'17.69'23.85'5'5'5'5'5'5'5'5'5'10.31'6.22'8.558.55PRIVATESANITARY EASE8.41G0.8%0.8%3.7%3.7%8.48G1.4%9.30T/C8.80G9.75T/C9.25G8.64G9.50T/C9.00GJURISDICTIONALSTREAMGRADING PLANC3.2REFERENCE 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:THE COMMONS AT GREENWAY PARK PLAT 2
TOWNHOMES SITE PLAN PHASE 2JMR070600JEJ12/23/19 1ST CITY SET1/21/20 2ND CITY SET2/4/20 3RD CITY SET2/18/20 4TH CITY SET180300-2GRAPHIC SCALE030153060M:\LAND PROJECTS 2018\180300 PHASE 2 SITE PLAN\DWG\C3 GRADING.DWG2/18/2020 8:51:21 AM
ST
SAN SAN SAN SAN SAN SAN
SAN SAN
SAN SAN SAN SAN SANSANSANSAN
SSSSSANSANSANSANSANSANSANWWWWWWWWWWW W W W W W W W W
W W W W W W W W W WHYDHYDWVWVWVWV
HY DSSANSANS694073 SF623136 SF703136 SF633136 SF713136 SF644033 SF724033 SF654073 SF663136 SF673136 SF684033 SFC C C
C C C
CC C C C C C C233136 SF244033 SF254073 SF183136 SF263136 SF193136 SF204033 SF284033 SF214073 SF223136 SF174116 SF165324 SF553029 SF563934 SF493896 SF573896 SF503029 SF583029 SF513029 SF593029 SF523934 SF604495 SF533896 SF543029 SF804033 SF64703 SFOUTLOT "X"273136 SF3457 SF903136 SF893136 SF884033 SF874073 SF863136 SF853136 SF844033 SF834073 SF823136 SF813136 SF15385 SF23039 SF33039 SF43909 SF53909 SF63039 SF73039 SF83909 SF93909 SF103039 SF113039 SF123916 SF133862 SF142951 SF152870 SFFUTURE NW 2ND STNW COMMON PLNW WAVERLY DR STSTD(PRIVATE)(PRIVATE)
(PRIVATE)
NW GREENWOOD PL
HY DHY DWVBUILDING TYPE ABUILDING TYPE BBUILDING TYPE ABUILDING TYPE BBUILDING TYPE CBUILDING TYPE CBUILDING TYPE CBUILDING TYPE EBUILDING TYPE EBUILDING TYPE EBUILDING TYPE DBUILDING TYPE DBUILDING TYPE DBUILDING TYPE FBUILDING TYPE FBUILDING TYPE F913641 SF613610 SFTRANSFORMER, TYP2" CONDUIT FORMIDAM, TYPCCCCCCCCCCCCCCCCCCCTRANSFORMER, TYPTRANSFORMER, TYPTRANSFORMER, TYPTRANSFORMER, TYP2" CONDUIT FORMIDAM, TYP2" CONDUIT FORMIDAM, TYP#25: SW-301 MHRIM=1012.93INV(S)=1004.67INV(N)=1004.57379 LF 8" SANSWR @ S=3.00%#26: SW-301 MHRIM=1015.65INV(W)=1008.50INV(E)=1007.98INV(N)=1007.73#32: SW-301 MHRIM=1014.20INV(E,W)=1005.05INV(N)=1004.80#31: SW-301 MHRIM=1011.37INV(N)=1003.38INV(N)=1003.28141LF 8" SANSWR @ S=2.20%142LF 8" SANSWR @ S=1.00%313LF 8" SANSWR @ S=1.80%113LF 15" N-12S=0.60%REMOVE EX HYDRANTAND CONNECT TO EX8" WATER MAIN8" WATER MAIN8"X8" TEE12.5° BEND8" WATER MAIN6" HYDRANTASSEMBLY8" VALVE8" VALVESERVICES (TYP)10' PRIVATE OVERLANDFLOWAGE EASEMENT 25' LANDSCAPEBUFFER10' PRIVATE STORM
SEWER EASE.10' PRIVATE OVERLANDFLOWAGE EASEMENT10' PRIVATE STORMSEWER & OVERLANDFLOWAGE EASEMENT#33: SW-301 MHRIM=1014.85INV=1007.25110LF 8" SANSWR @ S=2.00%265LF 8" SANSWR @ S=1.30%98LF 8" SAN SWR@ S=2.00%#27: SW-301 MHRIM=1016.75INV=1009.94BLOWOFFHYDRANT6" HYDRANTASSEMBLYSERVICES (TYP)SERVICES (TYP)R150' HYDRANT RADIUS, TYPCROSSING#13SEE TABLECROSSING #14SEE TABLE 25' LANDSCAPEBUFFER10' PUE#106: 18" 90° BASINW/ FLAT GRATERIM=1007.70FL=1005.17104 LF 12" N-12S=0.44%#106A: 18" NYLOPLASTBASIN W/ SOLID LIDRIM=1009.05FL(W)=1004.70FL(N)=1004.60CROSSING #11SEE TABLECROSSING #12SEE TABLE10' PUEPRIVATE WATER EASE.PRIVATE WATER EASE.
PRIVATE WATER EASE.PRIVATE WATER EASE.6" HYDRANTASSEMBLYR150' HYDRANT RADIUS, TYP6" HYDRANTASSEMBLY8" VALVEEX 8" WATER MAINEX 15" STORMSEWER10' PUE10' PUE10' PUE10' PUE10' PUE10' PUEFLOWAGE EASE.#103: 24" 90° BASINW/ FLAT GRATERIM=1007.00FL=1004.30EX 8" WATER MAINEX 8" WATER MAINEX 8" SANITARYSEWERDDWVHYDSSSSSSSSHYD
WV
HYD
CO15' WATER MAIN EASEMENTSSELECTRIC
EASEMENT 412150 SF9.46 ACOUTLOT "W"BUILDING #18TYPE 56540 SFBUILDING #21TYPE 62714 SF142-D2139-E140-E141-E143-A144-C145-B146-B147-B148-C149-A153-A154-C150-B3151-C152-ABUILDING #1 TYPE 1 - 4720 SFST ST ST
SAN SAN SAN SANSW
W W W W W W W W W W W
C
C
C
C C C C
CC C C C CWW
WHY DHY DWV
WVWVWV
NW PRAIRIESIDE DRHYD
WV WVC
CCCDDSSSSSSSSSSUTILITY 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 PLANC4.1REFERENCE 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:THE COMMONS AT GREENWAY PARK PLAT 2
TOWNHOMES SITE PLAN PHASE 2JMR070600JEJ12/23/19 1ST CITY SET1/21/20 2ND CITY SET2/4/20 3RD CITY SET2/18/20 4TH CITY SET180300-2GRAPHIC SCALE030153060M:\LAND PROJECTS 2018\180300 PHASE 2 SITE PLAN\DWG\C4 UTILITY.DWG2/18/2020 8:51:47 AM
STSTSTST
ST
STSTSTSAN SAN SAN SANSANSANSANSANSTSTSTS STWWWWW W W
W W W W W
HY DHY DWWWWVWV 29166 SFOUTLOT "Y"703136 SF713136 SF724033 SF443478 SF432358 SFC C CC
CCCCCCC403666 SF413562 SF422544 SF392643 SF373252 SF382531 SF352401 SF363424 SF342330 SF313222 SF335074 SF328062 SF263136 SF284033 SF294073 SF303136 SF742687 SF753428 SF473029 SF483934 SF493896 SF503029 SF513029 SF463029 SF804033 SF453725 SF763379 SF273136 SF792899 SF772006 SF781996 SF733457 SF823136 SF813136 SFNW GREENWAY PLNW WAVERLY DR
SSANSANSSANSANSSANSANSANSANSSANSANSSANSTSTST
STD
(PRIVATE)
(PRIVATE)
NW GREENWOOD PL
(PRIVATE)
W
V
BUILDING TYPE CBUILDING TYPE CBUILDING TYPE HBUILDING TYPE EBUILDING TYPE DBUILDING TYPE HBUILDING TYPE HBUILDING TYPE FBUILDING TYPE GBUILDING TYPE GBUILDING TYPE GCCCCCCCTRANSFORMER, TYPTRANSFORMER, TYP2" CONDUIT FORMIDAM, TYP2" CONDUIT FORMIDAM, TYP#101: 30" NYLOPLAST BASINW/ 2'x3' FLAT GRATET/C=1008.80FL(SW)=1002.78FL(N)=1002.68379 LF 8" SAN#30: SW-301 MHRIM=1008.25INV(S)=997.65INV(NE)=997.4064LF 8" SAN SWR@ S=5.00%#105: 24" 90° BASINW/ FLAT GRATERIM=1007.20FL=1004.45#102: 30" NYLOPLASTBASIN W/ 2'x3' FLAT GRATET/C=1008.00FL(S)=1003.63FL(W)=1003.48FL(E)=1003.38#104: 30" NYLOPLASTBASIN W/ 2'x3' CURBINLETT/C=1008.20FL(S,W)=1004.14FL(E)=1004.0471LF 12" N-12S=0.44% W/GASKETED JOINTS140LF 24" N-12S=0.40%113LF 15" N-12S=0.60%149LF 24" N-12S=0.40% W/GASKETED JOINTS144LF 30" N-12S=0.40% W/GASKETEDJOINTS8" WATER MAIN8" WATER MAIN8"X8" TEE8" VALVE8" WATER MAINSEE PUBLICIMPROVEMENTPLAN25' LANDSCAPEBUFFERDETENTIONEASEMENT35'
P
U
B
L
I
C
S
A
N
I
T
A
R
Y
SE
W
E
R
E
A
S
E
.
10' PRIVATE STORMSEWER EASE.10' PRIVATE STORMSEWER EASE.10' PRIVATE OVERLANDFLOWAGE EASEMENT10' PRIVATE STORMSEWER & OVERLANDFLOWAGE EASEMENT6" HYDRANTASSEMBLY45° BEND45° BEND12.5° BEND12.5° BENDREMOVE EX HYDRANTAND CONNECT TO EXWATER MAINSERVICES (TYP)SERVICES (TYP)SERVICES (TYP)6" HYDRANTASSEMBLY#101X: 30" FESFL=1002.10CROSSING #2SEE TABLECROSSING #3SEE TABLECROSSING #4  SEE TABLECROSSING #6SEE TABLECROSSING #7SEE TABLECROSSING #8SEE TABLECROSSING #9SEE TABLE10' PRIVATE STORMSEWER EASECROSSING #1SEE TABLESEE PUBLICIMPROVEMENTPLANSEE PUBLICIMPROVEMENTPLANSEE PUBLICIMPROVEMENTPLAN#106: 18" 90° BASINW/ FLAT GRATERIM=1007.70FL=1005.17106LF 12" N-12S=0.44% W/GASKETED JOINTS104 LF 12" N-12S=0.44%#106A: 18" NYLOPLASTBASIN W/ SOLID LIDRIM=1009.05FL(W)=1004.70FL(N)=1004.60CROSSING #10SEE TABLECROSSING #11SEE TABLECROSSING #12SEE TABLEPRIVATE WATER EASE.
PRIVATE WATER EASE.PRIVATE WATER EASE.8" VALVEEX 8" WATER MAINEX 15" STORMSEWEREX 30" STORMSEWEREX 8" SANITARYSEWER10' PUE10' PUE10' PUE10' PRIVATE STORMSEWER EASEMENTPRIVATE STORMSEWER &OVERLANDFLOWAGE EASE.#103: 24" 90° BASINW/ FLAT GRATERIM=1007.00FL=1004.30SEE PUBLICIMPROVEMENTPLANEX 8" WATER MAINEX 8" SANITARYSEWERPRIVATESANITARY EASEJURISDICTIONALSTREAMDDSSSSSSSSSSS36403 SF0.84 ACOUTLOT "T"412150 SF9.46 ACOUTLOT "W"SSSSSSBUILDING #24 TYPE 63770 SFBUILDING #22TYPE 56540 SF30-C31-B32-B3153-A154-C155-B156-B157-B158-C159-A152-AST ST ST ST
ST ST ST ST ST
SAN SAN SAN SAN SAN SAN WWWW W W W W WCCCC
CHY DHY DWV
WVNW PRAIRIESIDE DR HYDWVWV WVCCDDSSSSSSSSSSUTILITY PLANC4.2REFERENCE 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:THE COMMONS AT GREENWAY PARK PLAT 2
TOWNHOMES SITE PLAN PHASE 2JMR070600JEJ12/23/19 1ST CITY SET1/21/20 2ND CITY SET2/4/20 3RD CITY SET2/18/20 4TH CITY SET180300-2GRAPHIC SCALE030153060M:\LAND PROJECTS 2018\180300 PHASE 2 SITE PLAN\DWG\C4 UTILITY.DWG2/18/2020 8:51:54 AM
ST
SAN SAN SAN SAN SAN SAN
SAN SAN
SAN SAN SAN SAN SANSANSANSAN
SSSSSANSANSANSANSANSANSANWWWWWWWWWWW W W W W W W W W
W W W W W W W W WHYDHYD
WVWVWVWV
HY DSSANSANS694073 SF623136 SF703136 SF633136 SF713136 SF644033 SF724033 SF654073 SF663136 SF673136 SF684033 SFC C C
C C C
CC C C C C C C233136 SF244033 SF254073 SF183136 SF263136 SF193136 SF204033 SF284033 SF214073 SF223136 SF174116 SF165324 SF553029 SF563934 SF493896 SF573896 SF503029 SF583029 SF513029 SF593029 SF523934 SF604495 SF533896 SF543029 SF804033 SF64703 SFOUTLOT "X"273136 SF903136 SF893136 SF884033 SF874073 SF863136 SF853136 SF844033 SF834073 SF823136 SF813136 SF101510161017101610161017
101710181018 101010151009101110121013101410161
0
1
0 100910111
0
1
2
101
3
10
1
4
10101015
1015
1009101110111012
10121013
10131014
1014
1016
1016
101010151011101210131
0
1
4
101010151011101210131014101010091011101510121013101410171018 1
0
0
9
1009
1010101010101011
1011 10111011101210121013
10121013 1012101310091010101110121013101410151012
101
4
10
1
3
10141015101410131012101510161016
10151014101310151016
1
0
1
5 1014101310121
0
1
1
1
0
1
01011 1010
10101011
1011101210131014
1015
1015 1014
1013
1012
1011
1011
1010
101110111012
10131014
1015101510161015
1016101610171016101710161017101715385 SF23039 SF33039 SF43909 SF53909 SF63039 SF73039 SF83909 SF93909 SF103039 SF113039 SF123916 SF133862 SF142951 SF152870 SFNW COMMON PLNW WAVERLY DR 1011101210131014STSTD10091009
(PRIVATE)(PRIVATE)
(PRIVATE)
NW GREENWOOD PL
HY DHY DWV1008
BUILDING TYPE ABUILDING TYPE BBUILDING TYPE ABUILDING TYPE BBUILDING TYPE CBUILDING TYPE CBUILDING TYPE CBUILDING TYPE EBUILDING TYPE EBUILDING TYPE EBUILDING TYPE DBUILDING TYPE DBUILDING TYPE DBUILDING TYPE FBUILDING TYPE FBUILDING TYPE F913641 SF613610 SFCCCCCCCCCCCCCCCCCC10' PRIVATE OVERLANDFLOWAGE EASEMENT 25' LANDSCAPEBUFFER10' PRIVATE STORM
SEWER EASE.10' PRIVATE OVERLANDFLOWAGE EASEMENT10' PRIVATE STORMSEWER & OVERLANDFLOWAGE EASEMENT 25' LANDSCAPEBUFFER10' PUE10' PUEPRIVATE WATER EASE.PRIVATE WATER EASE.
PRIVATE WATER EASE.10' PUE10' PUE10' PUE10' PUE10' PUE10' PUEDDSSSSSSSSHYDSSELECTRIC
EASEMENT
ST ST
W
C
CW
WWVWV HYD
WV WVCC CS2GL1RR2SB1DF3GL1RR2BH3RO1SB2BH2SB1PF2HB1CS2SB2HB1CS2RO1DF2SB1HB1RR3BH1BH2RO1RO1RR3DF2SB1GL1GL2RO3HB5RO2BH3PF3PF3PF3PF3SB1SB1SB1SB1SB1DF3DF3CS2GL1BH5RO1CS3DF3AB1RO1RO1BH2GL1CS3AB1RO1RO1DF2BH5AB2CS2DF3HB1HB1RO2PF6RO2RR6RO2PF6RO2RR6RO2PF6RO2RR6RO2RO2GL1GL1DF2RO1HB2GL1AB1DDSSSSSSSSSSLANDSCAPE 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:THE COMMONS AT GREENWAY PARK PLAT 2
TOWNHOMES SITE PLAN PHASE 2JMR070600JEJ12/23/19 1ST CITY SET1/21/20 2ND CITY SET2/4/20 3RD CITY SET2/18/20 4TH CITY SET180300-2GRAPHIC SCALE030153060M:\LAND PROJECTS 2018\180300 PHASE 2 SITE PLAN\DWG\C5 LANDSCAPING.DWG2/18/2020 8:52:23 AM LANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARDSPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD ALL DISTURBED AREAS. SOD LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGEBASED ON CONSTRUCTION ACTIVITIES.3.STAKE ALL SOD ON SLOPES GREATER THAN 3:1.4.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 OFACCEPTANCE.7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIALPRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTER ACCEPTANCEBY OWNER OR OWNER'S REPRESENTATIVE.8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, TO A DEPTH OF 4 INCHES, UNLESSNOTED.9.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THESTAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANTESTABLISHMENT PERIOD.10.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK ORPLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECTAND THE CITY OF WAUKEE.12.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FORA PERIOD OF 30 DAYS.DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH4" DEEP HARDWOOD MULCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PITSTAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.USE HOSE GUARDS AROUNDTRUNK ON STAKING WIRE. TIEWIRE TO STEEL POSTS PLACEDOUTSIDE PLANT PIT..LEAVE STAKES IN PLACE NO MORETHAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FORREMOVAL.4" DEPTH SHREDDED HARDWOODMULCHSCARIFY SIDES & BOTTOM OFPLANTING PITEVERGREEN TREE PLANTING (B&B)NOT TO SCALESCALE:CUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADE3'-0"DO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPLANTING SCHEDULEGENERAL LANDSCAPE REQUIREMENTSBUFFERYARD REQUIREMENT (NORTH PROPERTY LINE)TOTAL LENGTH OF BUFFERYARD590 LFTOTAL OVERSTORY TREES (1 PER 50 LF)(11.8) 12TOTAL EVERGREEN TREES (2 PER 50 LF)(23.6) 24TOTAL ORNAMENTAL TREES (2 PER 50 LF)(23.6) 24TOTAL OVERSTORY PROVIDED12TOTAL EVERGREEN PROVIDED24TOTAL ORNAMENTAL PROVIDED24BUFFERYARD REQUIREMENT (WEST PROPERTY LINE)TOTAL LENGTH OF BUFFERYARD629 LFTOTAL OVERSTORY TREES (1 PER 50 LF)(12.6) 13TOTAL EVERGREEN TREES (2 PER 50 LF)(25.5) 26TOTAL ORNAMENTAL TREES (2 PER 50 LF)(25.2) 26TOTAL OVERSTORY PROVIDED13TOTAL EVERGREEN PROVIDED26TOTAL ORNAMENTAL PROVIDED26SOD: 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)GROUND MOUNTED MECHANICAL UNIT SCREENINGNOT TO SCALESCALE:SCREEN ALL GROUND MOUNTEDMECHANICAL UNITS ON THREESSIDES VISIBLE FROM PUBLIC R.O.W.LEAVE FOURTH SIDE OPEN FORMAINTENANCE ACCESS.PLANT ORNAMENTAL OR NATIVE GRASSES@ 24" O.C. AS SHOWN. SPADE CUT EDGE OFBED AND MULCH WITH SHREDDEDHARDWOOD MULCH.OPEN SPACE REQUIREMENTS:TOTAL LOT AREA = 412,250 SFOPEN SPACE REQUIRED = 412,250x0.20 = 82,450 (20%)OPEN SPACE PROVIDED = 218,900 SF (53.1%)IMPERVIOUS SURFACE = 193,350 SF (46.9%)
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W W WHYDHYD WWWWVWV 29166 SFOUTLOT "Y"443478 SF432358 SFC CC CCCCCCC403666 SF413562 SF422544 SF392643 SF373252 SF382531 SF352401 SF363424 SF342330 SF313222 SF335074 SF328062 SF294073 SF303136 SF742687 SF753428 SF473029 SF483934 SF463029 SF453725 SF763379 SF792899 SF772006 SF781996 SF733457 SF1006100710081010 1008100910091009
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NW GREENWAY PL10091010SSANSANSSANSANSSANSANSANSANSSANSANSSANSTSTST
STD 10081008100910081009(PRIVATE)WV
BUILDING TYPE CBUILDING TYPE HBUILDING TYPE HBUILDING TYPE HBUILDING TYPE GBUILDING TYPE GBUILDING TYPE G10091010CCCCCC25' LANDSCAPEBUFFERDETENTIONEASEMENT35' PUBLIC SANITARYSEWER EASE.10' PRIVATE STORMSEWER EASE.10' PRIVATE STORMSEWER & OVERLANDFLOWAGE EASEMENT10' PRIVATE
STORMSEWER EASE
PRIVATE WATER EASE.
PRIVATE WATER EASE.PRIVATE WATER EASE.10' PUE10' PUE10' PRIVATE STORMSEWER EASEMENTPRIVATE STORMSEWER &OVERLANDFLOWAGE EASE.PRIVATESANITARY EASEJURISDICTIONALSTREAMDDSSSSSSSSSSSSSSSSSSTSTSTSTSTSTST
SAN SAN SAN SAN WWWW W W W WCC
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WVWV WVDETENTION EASEMENTCCPF3RO1BH1HB1SB3CS2RR1RO1BH3SB3AB2RR2RO1DF2BH3DF2RR3GL1SB1RO2DF4SB2CS4SB1PF3AB2BH3RO1RR2GL1PF1DF3SB2AB1AB1BH2PF32GL3RO31RR3HB1PF6RR3AB1AB1HB1RO1RR3CS2BH4PF5RO2AB1AB1LANDSCAPE 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:THE COMMONS AT GREENWAY PARK PLAT 2
TOWNHOMES SITE PLAN PHASE 2JMR070600JEJ12/23/19 1ST CITY SET1/21/20 2ND CITY SET2/4/20 3RD CITY SET2/18/20 4TH CITY SET180300-2M:\LAND PROJECTS 2018\180300 PHASE 2 SITE PLAN\DWG\C5 LANDSCAPING.DWG2/18/2020 8:52:31 AM
GRAPHIC SCALE030153060
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:THE COMMONS AT GREENWAY PARK PLAT 2
TOWNHOMES SITE PLAN PHASE 2JMR070600JEJ12/23/19 1ST CITY SET1/21/20 2ND CITY SET2/4/20 3RD CITY SET2/18/20 4TH CITY SET180300-2M:\LAND PROJECTS 2018\180300 PHASE 2 SITE PLAN\DWG\C6 DETAILS.DWG2/18/2020 8:52:35 AM
6" P.C.C.3"4.5"6"6"R 1"R 2"COMPACTEDBACKFILLNOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)24"STANDARD CURB & PAVEMENT DETAILSCALE NONE1C6.1NOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN3.5"8.5"R1"R1"COMPACTEDBACKFILL24"6" PCC12" SUBDRADEPREPARATION(IN 2 - 6" LIFTS)3"6"
18" MIN STORM OR SANITARY SEWERWATER MAINLOCATED ONE FULL LENGTH OF PIPESO BOTH JOINTS ARE AS FAR ASPOSSIBLE FROM THE WATER MAINWATER MAIN & STORM OR SANITARYSEWER CROSSING DETAILSCALE NONE5C6.1NOTES:1.THIS DETAIL SHALL APPLY ANY TIME A STORM SEWER OR SANITARY SEWER CROSSES OVER OR LESS THAN 18INCHES BELOW A WATER MAIN.2.WHEN WATER MAIN CROSSES UNDER STORM OR SANITARY SEWER THE CONTRACTOR SHALL MAINTAIN A MINIMUMOF 18" OF SEPARATION.3.STORM OR SANITARY SEWER MAY NOT BE PLACED CLOSER THAN 6" BELOW A WATER MAIN.4.MAINTAIN THE MAXIMUM FEASIBLE SEPARATION IN ALL CASES.5.SEWER AND WATER PIPES MUST BE ADEQUATELY SUPPORTED & HAVE WATERTIGHT JOINTS.6.CONTRACTOR SHALL INSTALL LOW PERMEABILITY SOIL FOR BACKFILL MATERIAL WITHIN 10 FEET OF THE CROSSING.7.IN SANITARY SEWER CROSSINGS, CONTRACTOR SHALL INSTALL ONE FULL LENGTH OF SANITARY SEWER OF WATERMAIN PIPE MATERIAL WITH WATERTIGHT JOINTS LOCATED AS FAR AS POSSIBLE FROM THE CROSSING.8.IN STORM SEWER CROSSINGS, THE CONTRACTOR SHALL INSTALL ONE FULL LENGTH OF STORM SEWER PIPE OFWATER MAIN MATERIAL OR RCP WITH GASKETED JOINTS LOCATED AS FAR AS POSSIBLE FROM THE CROSSING.9.GASKETED JOINTS SHALL COMPLY WITH ASTM C443.6"-18"WATER MAIN3" ROLLED CURB & PAVEMENT DETAILSCALE NONE2C6.1PVC & N-12 PIPE BEDDINGSCALE NONE6C6.10" TO 6"CITY OF WAUKEE HYDRANT DETAILSCALE NONE4C6.15" PCC4'4"4"4"5"6" SUBDRADEPREPARATION9"CONCRETE FLUME DETAILSCALE NONE3C6.1
STSTST
STSTSAN SAN SAN SANSAN
SAN SAN SANSAN
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SSANS29166 SFOUTLOT "Y"694073 SF623136 SF703136 SF633136 SF713136 SF644033 SF724033 SF654073 SF663136 SF673136 SF684033 SF443478 SF432358 SFC C
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CCCC403666 SF413562 SF422544 SF392643 SF373252 SF382531 SF352401 SF363424 SF342330 SF313222 SF335074 SF328062 SF233136 SF244033 SF254073 SF183136 SF263136 SF193136 SF204033 SF284033 SF294073 SF214073 SF223136 SF303136 SF174116 SF165324 SF742687 SF753428 SF473029 SF553029 SF483934 SF563934 SF493896 SF573896 SF503029 SF583029 SF513029 SF593029 SF523934 SF604495 SF533896 SF463029 SF543029 SF804033 SF453725 SF763379 SF64703 SFOUTLOT "X"273136 SF792899 SF772006 SF781996 SF733457 SF903136 SF893136 SF884033 SF874073 SF863136 SF853136 SF844033 SF834073 SF823136 SF813136 SF15385 SF23039 SF33039 SF43909 SF53909 SF63039 SF73039 SF83909 SF93909 SF103039 SF113039 SF123916 SF133862 SF142951 SF152870 SFFUTURE NW 2ND STNW COMMON PLNW GREENWAY PL
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SSANSSANSSANSANSSANSSANSTSTD
(PRIVATE)(PRIVATE)
(PRIVATE)
NW GREENWOOD PL
(PRIVATE)W
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HY DHY DWVBUILDING TYPE ABUILDING TYPE BBUILDING TYPE ABUILDING TYPE BBUILDING TYPE CBUILDING TYPE CBUILDING TYPE CBUILDING TYPE CBUILDING TYPE HBUILDING TYPE EBUILDING TYPE EBUILDING TYPE EBUILDING TYPE DBUILDING TYPE DBUILDING TYPE DBUILDING TYPE HBUILDING TYPE HBUILDING TYPE FBUILDING TYPE FBUILDING TYPE FBUILDING TYPE GBUILDING TYPE GBUILDING TYPE G913641 SF613610 SFCCCCCCCCCCCCJURISDICTIONALSTREAMDDWVHYDSSSSSSSSSHYDWVHYDSSSSSSSSSTSTSTSTST
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WVNW PRAIRIESIDE DRNW PRAIRIESIDE DRHYD HYDWVWV WV WV WVCCCCTEMPORARY ROCKCONSTRUCTION ENTRANCEPOSSIBLE ROCK STAGING &PARKING AREA W/ TEMPORARYRESTROOMS FACILITIESS
F
SFSILT FENCE TYP.S
F
SFSILT FENCE TYP.SFS
F
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F INLETPROTECTIONTYPSILT FENCE TYP.POSSIBLE TOPSOILSTOCKPILE LOCATIONPOSSIBLE CONCRETEWASHOUT LOCATIONULTIMATE DISCHARGE LOCATIONTO UNNAMED TRIBUTARY OFLITTLE WALNUT CREEKSFS
F
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SEDIMENT BASIN & STANDPIPEINSTALLED IN PHASE 1 MUSTREMAIN IN PLACE UNTIL TOTALLAND DISTURBANCE OF TWOPHASES IS LESS THAN 10 ACRESAPPROXIMATELY LIMITSOF DISTURBANCEAPPROXIMATELY LIMITSOF DISTURBANCESF
S
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SFSFSFSWPPPC7.1REFERENCE 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:THE COMMONS AT GREENWAY PARK PLAT 2
TOWNHOMES SITE PLAN PHASE 2JMR070600JEJ12/23/19 1ST CITY SET1/21/20 2ND CITY SET2/4/20 3RD CITY SET2/18/20 4TH CITY SET180300-2GRAPHIC SCALE0502550100STORM WATER POLLUTION PREVENTION PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROMEXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACTLOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BETHE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONALFACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.M:\LAND PROJECTS 2018\180300 PHASE 2 SITE PLAN\DWG\C7 SWPPP.DWG2/18/2020 8:52:54 AM EROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FOR ALL EROSION CONTROL MEASURES, ADDITIONALDETAILS AND NOTE. ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDERED INCIDENTAL AND SHALL BE INCLUDEDIN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT AND WILL NEED PERIODIC UPDATES AND ADJUSTMENTS ASNECESSARY DEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDES GENERAL PERMIT NO. 2. IT IS THECONTRACTOR'S RESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARY TO COMPLY WITHSAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TO CONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORM SEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING IS COMPLETED AROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE WASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT NO. 2DURING ALL CONCRETE WORK. CONCRETE WASHOUT SHALL MEET SUDAS SPEC 11050.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSEDOF PER ALL FEDERAL, STATE AND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.10.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILLNEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS TO DISCHARGE OFFSITE. SEE SWPPP SHEET ANDNARRATIVE FOR ADDITIONAL DETAILS.11.CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENT DISCHARGES FROM ANY AND ALL DEWATERING ACTIVITIES.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERAL PERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLEFOR THE REMOVAL OF ALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO: SILT FENCE, INLETPROTECTION, AND TEMPORARY STANDPIPES.EROSION CONTROL QUANTITIES:DISTURBED AREA9 ACRES (NPDES PERMIT IS REQUIRED)SILT FENCE2,200 LF (EXCLUDES REQ'D STOCKPILE SILT FENCE)INLET PROTECTION8 EAPERMANENT SODSEE LANDSCAPE PLANTEMPORARY SEEDING (SUDAS TYPE 4)NONE ANTICIPATED*NOTE: EROSION CONTROL QUANTITIES ARE PROVIDED FOR CITY REQUIREMENT ONLY ANDARE A ROUGH ESTIMATE. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES ASNECESSARY TO MEET SITE CONDITIONS.NOT TO SCALESITE ENTRANCE DETAILTEMP. ROCK ENTRANCE(PLAN VIEW)(PROFILE VIEW)TEMP. ROCK ENTRANCE3" CLEANLIMESTONEPLACE ROCKON FABRICSTABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.5'-0" MIN.GROUND LINEENGINEERING FABRICFLOW21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILL12"MIN.DETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE31" MIN.6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAG