HomeMy WebLinkAbout2017-03-20-J06 Legacy Pointe at Waukee Plat 9 Townhomes_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: March 20, 2017
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Legacy
Pointe at Waukee Plat 9 Townhomes
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Urban Family Investments, LLC, requests approval of a
site plan to allow the site improvements for the construction of 13 residential
townhome units. The site plan identifies the construction seven total buildings
with the 13 units approximately 1900 - 2200 square feet in size. The units will
be constructed by Evergreen Homes and will be similar to the units currently
under construction on the property to the south.
Access to the property will be provided via SE Blackthorne Drive which will
connect to SE Legacy Pointe Boulevard and the lot to the west where Ear May
is located. The street will be a privately owned and maintained street by the
homeowners association. Appropriate ingress/egress easements already exist
on the Earl May property to allow the street to connect into the parking lot.
The original plan for SE Blackthorne Drive when the Legacy Point at Waukee
was planned was for this drive to connect to SE Legacy Pointe Boulevard.
The applicant has provided elevations for proposed building on the site which
meets the intent of the architectural guidelines within the Site Development
and Building Standards Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
Approval of a Preliminary Plat, Final Plat, and Site Plan for Legacy Pointe at Waukee Plat 9
City Planner Melissa DeBoer introduced the request for approval of a preliminary plat, final plat, and
site plan for Legacy Pointe at Waukee plat 9 by the applicant Urban Family Investments, LLC, in
order to develop a total of 13 townhome units (7 buildings). The subject property is 2.13 acres in size
and is located at the southwest corner of Hickman Road and SE Legacy Pointe Boulevard.
Mrs. DeBoer advised that units 1-12 are proposed to be approximately 1,900 square feet and unit 13
will be a detached unit measuring approximately 2,200 square feet, all units will include basements.
Mrs. DeBoer also advised that the townhome units are proposed to be constructed by Evergreen
Homes, Just like the six units to the south.
Mrs. DeBoer stated that the existing shared drive located to the west, known as SE Blackthorne Drive,
is proposed to extend through this site to SE Legacy Pointe Boulevard and to be 24 feet wide. A 5 foot
wide sidewalk along SE Legacy Pointe Boulevard will be constructed as part of this project. Pedestrian
ramps will be constructed at the private drive along SE Legacy Pointe Boulevard, and this sidewalk
will extend all the way to the north and end at Hickman Road with a pedestrian ramp. No Sidewalks
are proposed internal to the site.
Mrs. DeBoer advised that sanitary sewer will be provided to the site through a private sanitary sewer
easement, with water being provided from SE Legacy Pointe Boulevard. Storm water will be managed
with the existing detention pond located immediately to the north. Both parking requirements and
landscaping meets required ordinance standards. Mrs. DeBoer advised that the townhome buildings
will be available in three different shades of tan and accented with manufactured stone on the front
elevations of the buildings to conform to the Site Plan Ordinance.
At this time staff is comfortable with the preliminary plat, site plan and final plat and would
recommend approval of the preliminary plat, site plat and final plat subject to remaining staff
comments and review of all legal documents by the city attorney.
• Commissioner Hoifeldt questioned if there is a sewer easement running north and south to the
east, and what the zoning for lot 14 is. Mrs. DeBoer advised that there is an easement to the
east, and that lot 14 is currently zoned for commercial development.
• Commissioner Hoifeldt questioned if staff had any concerns about the road going through the
site and connecting to the Earl May parking lot. Mrs. DeBoer advised that SE Blackthorne
Drive has always been proposed as a thru street from its original platting. At this time there are
regulations for emergency vehicles to have 2 points of entry.
• Commissioner Stonebrook questioned if the city has any requirements regarding private
streets. Senior Planner Andy Kass advised that to a certain extend the city can dictate the
width of a private street due to required fire codes but not much else. Currently the proposed
thickness is 6 inches which is pretty common with private areas.
• Commissioner Hoifeldt questioned if the developer intended to add signage for private drive.
Tim Urban, representative of the applicant, addressed the question stating there will be the
same signage as the south development. The intent is to not encourage a large amount of
traffic. Commissioner Hoifeldt clarified that the applicant was aware that there would still be
some traffic that used it. Mr. Urban advised that it was something he was aware of.
• Commissioner Streit and Commissioner Stonebrook questioned who would be responsible for
maintaining the pond. Mr. Kass advised that technically Ewing Development still owns the
pond and a portion of the land across the road, despite selling the other properties. Staff is in
correspondence with the owner to do some needed repairs and maintenance of the pond, as it
is designed to serve the entire area.
• Brenda Jackson of Attera Real Estate, the owner of the Lot that Earl May is located on,
expressed concern for customers with the increase of through traffic. She also questioned if
there would be additional lighting added, or if the developer would be open to the installation
of speedbumps to slow traffic down for the safety of the customers.
• Commissioner Hoifeldt questioned if the applicant would be interested in adding speed bumps.
Mr. Urban advised that the owners of the Homeowner’s Association would need to make that
call as it directly effects the residents. He advised that the issue could be mitigated once it
became a problem.
• Commissioner Streit questioned if the City was requiring the thru street. Mr. Kass advised that
the City might not require it right away during building, but that eventually it is something that
needs to be addressed. Commissioner Hoifeldt clarified that no matter what would be built in
this spot, the road and secondary access would still be required. Mr. Kass advised that was
correct. Mr. Kass also suggested that if speed bumps were something the applicant was
interested in pursuing to speak with the fire departments for the correct measurements to not
be liable for any equipment damage.
• Tim Rundtlett of Earl May questioned what the stance on Boat and RV parking would be for
the townhomes as he has experienced issues with extended parking on his property from the
other townhomes. He also stated the concern that people already view the area as a cut through
and speed through the area, if there were an actual street there would be no way to slow that
traffic down. Mr. Urban addressed the concerns by stating that the covenants of the area would
be able to restrict the parking of accessory vehicles and that he would be more than willing to
work with staff regarding that. Mr. Urban also stated he would be willing to look into
emergency gates in the area to deter thru traffic.
• Commissioner Streit questioned Staff if there were any gate examples currently. Mr. Kass
advised that there were not gate examples as far as a residential area was concerned, but it
would be similar to what is used in storage businesses that would allow for emergency access
only.
• Commissioner Hoifeldt questioned what suggestions Staff had on the issue of regulating
traffic. Mr. Kass advised that he would recommend assessing the need for regulation once it
became a problem. Ultimately the road is a private street and it will be up to the HOA and
current owners to come to a conclusion with how to regulate the traffic.
• Commissioner Stonebrook questioned how they planned on getting construction vehicles to
the site. Mr. Urban explained that there is a construction access off of SE Legacy Pointe Drive,
but he would take suggestions for keeping them from using the Earl May parking lot as a cut
thru. Commissioner Streit questioned how the City typically handles this problem. Mr. Kass
advised that construction traffic is typically by a complaint basis.
• Mrs. Jackson questioned if there can be a condition that makes it more of a proactive move.
Development Director, Brad Deets, advised that it is something that can be addressed at the
Staff level and isn’t really something the Commission needs to add into the approval.
Commissioner Streit moved to approve the site plan for Legacy Pointe at Waukee Plat 9 Townhomes
subject to any remaining staff comments. The motion was seconded by Commissioner Stonebrook.
Ayes: Stonebrook, Streit, Hoifeldt, and Shanks. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: At this time all staff comments have been addressed and
staff recommends approval.
RECOMMENDATION: Approve the resolution
ATTACHMENTS: I. Proposed Resolution
II. Staff Report (see preliminary plat information)
III. Site Plan/Preliminary Plat & Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 17-
APPROVING THE SITE PLAN FOR LEGACY POINTE AT WAUKEE PLAT 9
TOWNHOMES
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 Legacy Pointe at Waukee Plat 9 Townhomes, subject to remaining staff
comments on March 14, 2017; AND,
WHEREAS, the Site Plan for Legacy Pointe at Waukee Plat 9 Townhomes is in general
conformance with §304 – Site and Building Development Standards Ordinance of the Waukee
Municipal Code; AND,
WHEREAS, the Site Plan for Legacy Pointe at Waukee Plat 9 Townhomes 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 20th day of March, 2017 that the Site Plan for Legacy Pointe at Waukee Plat 9 Townhomes is
approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Brian Harrison
Shelly Hughes
Larry R. Lyon
6LEGACY POINTE AT WAUKEE PLAT 9PRELIMINARY PLAT / SITE PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:OUTLOT X AND OUTLOT Y IN LEGACY POINTE AT WAUKEE PLAT 7, ANOFFICIAL PLAT, CITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND CONTAINS 2.13 ACRES MORE OR LESS.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY ANDALL EASEMENTS OF RECORD.OWNER:URBAN FAMILY INVESTMENT LLC214 FOSTER DRIVEDES MOINES, IA 50312PREPARED FOR:URBAN FAMILY INVESTMENT LLC214 FOSTER DRIVEDES MOINES, IA 50312ATTN: TIM URBANPHONE: 515-208-0591ENGINEER/SURVEYOR:BISHOP ENGINEERINGATTN: CHARLES BISHOP3501 104TH ST.URBANDALE, IA 50322PH: (515) 276-0467COMPREHENSIVE LAND USEEXISTING & PROPOSED:LOW DENSITY RESIDENTIALEXISTING ZONINGPLANNED DEVELOPMENT DISTRICT PD-C1-APROPOSED ZONINGPLANNED DEVELOPMENT DISTRICT PD-C1-ACITY ORDINANCEBOOK 2016/PAGE 7236BULK REGULATIONS:·DENSITY: TWELVE (12) DWELLING UNITS/ACRE MAXIMUM·MINIMUM FLOOR AREA: ELEVEN HUNDRED (1,100) S.F. PER UNIT·MINIMUM LOT WIDTH: TWENTY FOUR (24) FEET·FRONT YARD SETBACK: TWENTY (20) FEET MINIMUM FROM PUBLICSTREET OR FROM EDGE OF CURB OF A PRIVATE·REAR YARD SETBACK: TWENTY (20) FEET MINIMUM EXCEPT FORTHOSE UNITS THAT BACK UP TO THE EXISTING DETENTION POND(LOT B OF LEGACY POINTE AT WAUKEE PLAT 1), THE MINIMUM REARYARD SETBACK SHALL BE TEN (10) FEET.·SIDE YARD SETBACK: TEN (10) FEET MINIMUM BETWEEN PRINCIPALBUILDINGS.·MAXIMUM NO. OF STORIES: TWO (2) STORIES·NUMBER OF CONNECTED UNITS: MAXIMUM OF TWO (2) UNITS·OFF-STREET PARKING: TWO (2) PARKING STALLS PER UNIT OFWHICH ONE (1) MINIMUM WILL BE IN AN ATTACHED GARAGE. ONEADDITIONAL STALL FOR EVERY FOUR (4) UNITS FOR VISITORPARKING.·MINIMUM OPEN SPACE: THE TOTAL LAND AREA DEVOTED TO OPENSPACE AND LANDSCAPING SHALL NOT BE LESS THAT TWENTY (20%)PERCENT OF THE GROSS LAND AREA CALCULATED AS A WHOLE.INDIVIDUAL LOTS MAY HAVE LESS THAN 20%.·PROPOSED STREET SHALL BE PRIVATE AND HAVE A WIDTH OF 21FEET FROM BACK OF CURB TO BACK OF CURB.VICINITY MAPNOT TO SCALECOPYRIGHT 2015 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.COVER SHEET1 OF 8SHEET INDEX:1 OF 8COVER SHEET2 OF 8DEMO PLAN3 OF 8LAYOUT PLAN4 OF 8GRADING PLAN5 OF 8 UTILITY PLAN6 OF 8 LANDSCAPE PLAN7 OF 8 DETAIL SHEET8 OF 8 SWPPPUTILITY 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 EXISTING UTILITY AND PROPOSEDCONSTRUCTIONWETLAND 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.TOPOGRAPHY SURVEY BACKGROUND COMPLETED BY GARDEN & ASSOCIATES.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 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 ANDPRIOR TO ANY WEEKEND OR HOLIDAY 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 OWNER 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, COSESCO PERMIT AND IOWADEPARTMENT OF NATURAL 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.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 AS-BUILT TOPO OF DETENTION SWALE& DETENTION SWALE STORM SEWER. CONTRACTOR SHALL CONTACT BISHOPENGINEERING (AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION SWALE HAS BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLEFOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVE BEEN 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 AND LOCATIONS SHOULD BE NOTED ON AS-BUILT DRAWINGS.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. ALL FLARED END SECTIONS SHALL HAVE A 3 FOOT WIDE CLAY WATER STOP.7.THE CONTRACTOR SHALL CONTACT THE HOMEOWNERS ASSOCIATION REGARDING THE LOCATION OF THE IRRIGATION SYSTEM TO PREVENT DAMAGE.8.LANE CLOSURE SIGNS SHALL BE PER MUTCD STANDARDS.REFERENCE 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:LEGACY POINTE AT WAUKEE PLAT 9
WAUKEE, IOWA GSA150593SKV160425PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2016\160425\DWG\PRELIMINARY PLAT.DWG3/3/2017 11:15:15 AM UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTLEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVPHASE LINEMATCH LINESTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEDSCOHYDI
CVWWWVWATER SHUT OFFYARD HYDRANTELECTRIC METERPOWER POLETRANSFORMER POLELIGHT POLETRANSFORMERGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #12971SECTION CORNER - FOUND AS NOTEDSTREET ADDRESSGMGVA/CTTELTTSFOF/OTVQUANTITY ESTIMATE:SANITARY SEWER:MANHOLE 2 EA8" SANITARY SEWER 240 L.FSANITARY SEWER SERVICE7EAWATER MAIN:WATER SERVICE13EA8" T.S. & V.2EA11.25° BEND2EA22.5° BEND2EAHYDRANT ASSEMBLY W/ 6" VALVE1EA8" WATERMAIN338.5L.F.STORM SEWER:CLEANOUT 3EA8" HDPE258LFFOOTING DRAIN SYSTEM SERVICE14EAMISCELLANEOUS ITEMS:MOBILIZATION1LSCLEARING & GRUBBING1LSGRADING / EXCAVATION1LSSTRIP & STOCKPILE TOPSOIL1LSRE-SPREAD TOPSOIL1LSEROSION CONTROL1LSSEEDING1LSPAVEMENT REMOVAL 622 S.FNEW PAVEMENT & REPLACEMENT 8750 S.F1 OF 8 , 2 OF 8, 3 OF 8, 4 OF 8, 5 OF 8, 7 OF 8 & 8 OF 8CITY OF WAUKEE NOTES:1.THE CONTRACTOR SHALL REPLACE ANY ESTABLISHED LAWN OR AREA WITHIN THE RIGHT-OF-WAY WITH SOD AND WATERED UNTIL ESTABLISHED.2.ALL PAVEMENT REPLACEMENT SHALL COMPLY WITH THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.3.ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED. THE CITY OF WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING AND COPIES OFTHE VIDEOS SHALL BE PROVIDED TO THE CITY OF WAUKEE. IN ADDITION, ALL SANITARY MANHOLES SHALL BE VACUUM TESTED.4.ALL SANITARY SEWER MAINS SHALL BE PRESSURE TESTED AND TELEVISED AFTER INSTALLING SANITARY SERVICES.5.ANY PROPOSED CHANGES TO THE PLAN SET PRIOR TO OR DURING CONSTRUCTION SHALL RECEIVE WRITTEN APPROVAL FROM THE WAUKEE DEVELOPMENT SERVICESDEPARTMENT. CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE THAT HAVE NOT RECEIVED WRITTEN APPROVAL FROM THE WAUKEE DEVELOPMENT SERVICESDEPARTMENT.6.ALL SERVICES SHALL BE INSTALLED TO ALL LOTS PRIOR TO ANY BUILDING PERMITS BEING AUTHORIZED FOR THE DEVELOPMENT.7.ALL CONNECTIONS TO WATER MAIN SHALL BE COORDINATED WITH THE CITY OF WAUKEE.OPEN SPACE/IMPERVIOUS REQUIREMENTS:TOTAL SITE AREA = 92,434 S.F. (2.13 ACRES)REQUIRED OPEN SPACE = 18,487 S.F. (20.0%)EXISTING OPEN SPACE = 87,769 S.F. (94.95%)EXISTING IMPERVIOUS = 4665 S.F (5.05%)PROPOSED OPEN SPACE = 46,290 S.F. (50.08%)PROPOSED IMPERVIOUS = 46,144 S.F. (49.92%)NET INCREASE IMPERVIOUS AREA = 41,479 S.F. (0.95 ACRES)PARKING REQUIREMENTS:PARKING REQUIRED: 2 STALLS/UNIT PLUS 1 ADDITIONALVISITOR STALL/EVERY 4 UNITS14 UNITS = 28 + 4 = 32 STALLS TOTALPARKING PROVIDED = 2 STALLS/UNIT = 28 STALLS/14 UNITS PLUS 11 EXISTING STALLS =39 STALLS TOTAL77771 OF 8 , 2 OF 8, 3 OF 8, 4 OF 8, 5 OF 8, 7 OF 8 & 8 OF 8W
SOYADREMBENCHMARKS:1.TOP OF OPERATING NUT ON FIRE HYDRANT LOCATED ON SOUTHEAST PORTION OF LOT 3 ,LEGACY POINTE AT WAUKEE PLAT 1. ELEVATION = 1017.512. TOP OF OPERATING NUT ON FIRE HYDRANT LOCATED ON SOUTHEAST PORTION OF LOT 1 , LEGACY POINTE AT WAUKEE PLAT 1. ELEVATION = 1018.96LOT ADDRESSESLOT 1: 1572 SE BLACKTHORNE DRLOT 2: 1578 SE BLACKTHORNE DRLOT 3: 1582 SE BLACKTHORNE DRLOT 4: 1588 SE BLACKTHORNE DRLOT 5: 1592 SE BLACKTHORNE DRLOT 6: 1598 SE BLACKTHORNE DRLOT 7: 1599 SE BLACKTHORNE DRLOT 8: 1593 SE BLACKTHORNE DRLOT 9: 1589 SE BLACKTHORNE DRLOT 10: 1583 SE BLACKTHORNE DRLOT 11: 1579 SE BLACKTHORNE DRLOT 12: 1573 SE BLACKTHORNE DRLOT 13: 1569 SE BLACKTHORNE DR
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LOT BSE GOLDEN HARVEST DRIVESE LEGACY POINTE BOULEVARD U.S. HIGHWAY NO. 6 (HICKMAN ROAD)W12"W12"LOT 20.89 ACRESLOT 11.90 ACRES10' P.U.E.LOT 60.37 ACRESLOT 7LOT 8LOT 9LOT 10OUTLOT BLEGACY POINTE ATWAUKEE PLAT 2LOT 20EX. EARL MAY STOREEX. CAR WASHDETENTION PONDTELETELETELE
SAN 10"SAN 10"SAN 10"SAN 10"SAN 10"SAN 10"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"ST 36"ST 36"ST 36"ST 36"STSTSTWST12"ST18"SAN8"U/EW8"W8"W 8"W8"W8"W8"W8"W 8"
U/E U/E U/EW12"W12"W12"TELESAN10"STSTSTSTW8"W8"W8"SSSDEX. 36" RCPFL=1004.25EX. 18" ROUND INTAKERIM = 1010.83FL=1004.47EX. 18" ROUND INTAKERIM = 1011.81FL 15" RCP (W)=1006.06FL 15" RCP (E)=1006.06FL 36" RCP =1004.56EX. 15" PIPEFL =1008.14EX. INTAKERIM = 1014.23FL 18" RCP (W)=1008.33FL 12" RCP (SE)=1006.63FL 36" RCP (N-S) =1005.33EX. INTAKEGRATE = 1015.00FL 12" PIPE (NW) =1007.80EX. MHRIM = 1016.11FL=1006.90EX. 18" CMPFL = 1009.70EX. MHRIM = 1012.08INV 10" (S) =1004.58INV 10" (W) = 1004.48EX. MHRIM = 1015.29INV 8" (W) =1005.79INV 8" (SE) = 1005.79INV 10" (N) = 1005.69EX. MHRIM = 1023.81INV 8" (NW) =1007.16EX. SPRINKLERBOXEX. SPRINKLERBOXEX. SPRINKLERBOXEX. SPRINKLERVALVEAPPROX. LOCATIONOF WATER MAIN3" TREE3" TREE4" MAPLE4" MAPLEEX. MONUMENTSIGNEX. SIGNTEL PADEX. TELPADEX. TELPADAPPROX. LOCATIONOF TEL LINEEX. TEL PADEX. ELEC.BOXEX. ELEC.BOXEX. CATVBOXEX. CATVVAULTEX. GRASSEX. CONC.EX. SIDEWALKEX. LANDSCAPINGEX. CONC.EX. CONC.EX. CONC.EX. ROCKEX. ROCKEX. ROCKEX. GRASSEX. GRASSEX. SIDEWALKEX. SIDEWALK
EX. SIDEWALK 1017.51BENCHMARK:OPERATING NUTON HYDRANT1018.96BENCHMARK:OPERATING NUTON HYDRANT1025.57EX. RET. WALLAPPROX.LOCATION OFELEC. LINE100-YEAR FLOOD ELEVATION = 1010.0NORMAL POOL ELEVATION = 1004.0(PUBLIC STREET)(PUBLIC STREET)SAN
6"ST24"ST24"ST24"ST24"ST24"ST24"ST24"ST24"DDEX. MHRIM = 1023.34FL=1015.00EX. MHRIM = 1015.28FL=1007.32ST15"ST
1
5
"
S
T
1
5
"
G2"
G
2
"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G2"G
4"
G
4"
G
4"
G4"
G4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"10' UNDERGROUNDELECTRIC EASEMENTBK 2004, PG 9191RECIPROCAL INGRESS EGRESS & PARKINGEASEMENT.BOOK 2008, PG 3346LOTS 1-5BOOK 2004,PG 3326BOOK 2004,
PG 3326 11EX. SIDEWALKEX. SIDEWALK5' P.U.E.
15.00' SURFACE
W
A
T
E
R
FLOWAGE
E
A
S
E
M
E
N
T30.00' PRIVATE SANITARYSEWER EASEMENT16.5'
8.5'25.00' PRIVATE SANITARYSEWER EASEMENT15'15'OUTLOT Z6496 SF0.15 AC234561EX. MHRIM=1017.00INV(SW)=1006.80INV(N)=1006.90SAN 8"SAN 8"SAN8"SAN8"SAN8"SAN8"EX. MHRIM=1016.10INV(S)=1007.44INV(E)=1007.55EX. MHRIM=1020.00INV(NW)=1009.70SAN8"SSSINV 8" (NE) = 1005.80EX. STUBINV = 1007.72SAN
8"ST12"EX. SW 513 M-G INTAKE (4'X4')RIM = 1014.25INLET = 1013.00(EAST SIDE ONLY)FL(NW)=1009.80ST12"FL(E)=1007.94EX. SIDEWALKEX. TOWNHOMEEX. TOWNHOMEEX. TOWNHOMEEX. TOWNHOMEEX. TOWNHOMEEX. TOWNHOMELEGACY POINTE AT WAUKEE PLAT 7ZONING: PD-C1-A PLANNED DEVELOPMENT DISTRICT -NEIGHBORHOOD COMMERCIAL DISTRICT10121013101410141015101210131015
1
0
1
7
102
110221016
10
15
1
0
1
5
1014
102
2
1021 10131011101
2
1013101
4
1
0
1
3
1
0
1
11010 101010111012
101
6
1017
1018
1019
10
2
0
1020
101
7
1018
1019 101210
1
6 1016101510
15
1021
1022 10161
0
1
6
10
1
7 10' P.U.E.LEGACY POINTE AT WAUKEE PLAT 1LEGACY POINTE AT WAUKEE PLAT 1LEGACY POINTE AT WAUKEE PLAT 1LEGACY POINTE AT WAUKEE PLAT 125.01'19.99'EX. FENCEBLACKTHORNE DR.(PRIVATE STREET)CORPORATE LIMITSCITY OF WAUKEE
CITY OF CLIVE
CITY OF CLIVECITY OF WAUKEECORPORATE LIMITSCORPORATE LIMITSCITY OF CLIVECITY OF WAUKEE12" MAPLE6" TREE8" MAPLE5" PINECLUSTER" MAPLE8" MAPLEEX INTAKET/C=1013.70EX INTAKET/C=1015.81GR=1015.31FL(NW)=1008.76SL(SE)=1008.86XXXXXXXXXALL OF LOT B SERVESAS A STORM WATERDETENTION EASEMENTBOOK 2004, PG 1281EPEEMI
CVI
CVWI
CVWWWWEX. PHOTO SENSOREX. IRRIGATIONLINEEX. ELEC. BOX1
0
1
5
10
1
5
REMOVEEXIST. SIGNREMOVEEXIST. STUBREMOVEEXIST. TREE(TYP.)PROTECTEXIST. TREE(TYP.)REMOVEEXIST. SIGNREMOVEEXIST. SIGNSAWCUT & REMOVEEXIST. PAVING, CURB & GUTTERPROTECTEX. FENCEAND WALLSAWCUT & REMOVEEXIST. PAVINGREMOVEEXIST. TREE(TYP.)60 S.F.101 S.F.461 S.F.PROTECT EX. LIGHTPROTECT EX. LIGHTDEMO NOTES:1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITHORANGE CONSTRUCTION FENCE AT THE DRIP LINE.3.PAVEMENT STRIPING CALLED OUT FOR REMOVAL SHALL BESANDBLASTED. NO GRINDING WILL BE ALLOWED.4.REMOVALS ON THE EXISTING PAVEMENTS SHALL NEED TO GOTO THE NEAREST JOINT.DEMO PLAN2 OF 8REFERENCE 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:LEGACY POINTE AT WAUKEE PLAT 9
WAUKEE, IOWA GSA150593SKV160425PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160425\DWG\PRELIMINARY PLAT.DWG3/3/2017 11:15:50 AM NOTE:DEVELOPER INTENDS TO LIMIT REMOVAL ANDREPLACEMENT OF ALL IMPROVEMENTS TOTHE PARKING LOT AREAS ON LAND IT OWNS
24'[][]20'20'30.75'20.65'25.06'20'32'26.29'29.12'20'20'20'10'
5'5'5'
5'5'
20'
20'5'5'
5'5'19.84'
10.11'
25'
PROP. 6' WOOD FENCE
(BY OTHERS)
BUFFER
35.00'49.67'22.00'20.00'22.00'20.00'
15.00'49.67'16.00'15.67'30.00'58.33'10.00'11.67'8.67'20.00'
20.00'20.33'20.00'11.67'8.67'20.00'
10.00'49.67'58.33'30.00'30.00'49.67'20.33'20.00'
20.00'11.67'8.67'58.33'30.00'49.67'20.33'20.00'11.67'8.67'20.00'
30.00'49.67'20.33'20.00'
20.00'11.67'8.67'10.00'10.00'
10.00'10.00'58.33'8.67'11.67'20.00'
20.00'20.33'49.67'30.00'
20.00'11.67'8.67'20.00'20.33'10.00'10.00'11.67'8.67'20.00'20.33'20.00'49.67'30.00'30.00'49.67'58.33'49.67'20.33'20.00'11.67'8.67'20.00'58.33'30.00'30.00'49.67'20.00'20.33'20.00'11.67'8.67'10.00'10.00'58.33'30.00'30.00'58.33'49.67'20.00'20.00'
10.00'8.67'11.67'20.00'20.33'20.00'11.67'8.67'10.00'20'PROP.
TOWN HOME
PROP.
TOWN HOME
PROP.
TOWN HOME
PROP.
TOWN HOME
PROP.
TOWN HOME
PROP.
TOWN HOME PROP.
TOWN HOME PROP.
TOWN HOME PROP.
TOWN HOME
PROP.
TOWN HOME
PROP.
TOWN HOME
PROP.
TOWN HOME
PROP.
TOWN HOME
GMGMGMGMGMGMGMGMGMGMGMGMP.U.E10'15991593
1589158315791573
1569
15981592
15881582
1578157220'PROP. WATER &STORM EASEMENTPORCH
PORCHPORCHPORCHPORCHPORCHPORCHPORCHPORCHPORCH
PORCH
10'PROP. 10' PRIVATE
WATERMAIN
EASEMENT
CLUSTER MAILBOX
(REF. DETAIL SHEET)
PROP. P.C.C. PAVEMENT
(REF. DETAIL SHEET)
SE BLACKTHORNE DR
PRIVATE STREETR52'R28'R216.82'R192.82'R216.82'R192.82'R45'R5'BUILDING ENVELOPE: FINAL
FOOTPRINT TO BE ESTABLISHED
WITH BUILDING PERMIT
APPLICATION
DECK
68.9'
5'
P.U.E.10.48'10.33'MATCH EXISTINGR1
5
'
LIP CURB
LIP CURBTRANSITION
TO LIP CURB
12.01'5'P.U.E5'P.U.E38.37'27.22'32.22'21.07'29.97'20.04'TRANSITION
TO LIP CURB R20'R2
0
'PROP. SIDEWALKPROP. SIDEWALKDRIVEWAYS
S
CO
COCO
HY D10'10'PROP. 10' PRIVATE
WATERMAIN
EASEMENT
PROP. 10' PRIVATE
SANITARY & STORM
SEWER EASEMENT
4619 SF
0.11 AC
OUTLOT V
7
5764 SF
0.13 AC
14
17889 SF
0.41 AC
6270 SF
0.14 AC
LOT "A"
5
4287 SF
0.10 AC
13
7809 SF
0.18 AC
6
6375 SF
0.15 AC
4
4337 SF
0.10 AC
12
3629 SF
0.08 AC
3
4316 SF
0.10 AC
11
3817 SF
0.09 AC
2
4118 SF
0.09 AC
10
3922 SF
0.09 AC
1
4871 SF
0.11 AC
9
4068 SF
0.09 AC
2143 SF
0.05 AC
OUTLOT W
8
4199 SF
0.10 AC
GMPROP. 10'
IRRIGATION
EASEMENT
5'
6'
PROP. PUBLIC
PEDESTRIAN WAY
EASEMENT
5'
A PUBLIC PEDESTRIAN WAY EASEMENT
SHALL BE OBTAINED FROM THIS PROPERTY
OWNER FOR PART OF SIDEWALK THAT
DEFLECTS ONTO THIS PROPERTY PRIOR TO
CONSTRUCTION OF THE SIDEWALK
10' PUE20.00' SANITARY SEWER EASEMENTBOOK 2004, PG 128945' STORM SEWER, SANITARY
SEWER AND WATER
MAIN EASEMENT
BOOK 2004, PG1291
10.00' WATEREASEMENTBOOK 2004, PG 1293LOT B
DEED HOLDER: EWING LAND DEVELOPMENT SERVICES, LLC
CONTRACT: LEGACY CONSTRUCTION INC
ADDRESS: NO ADDRESS
ZONING: PD-C1-A (PLANNED DEVELOPMENT DISTRICT -
NEIGHBORHOOD COMMERCIAL DISTRICT)
SE GOL
D
E
N
H
A
R
V
E
S
T
D
R
I
V
E SE LEGACY POINTE BOULEVARDU.S. HIGHWAY NO. 6 (HICKMAN ROAD)W12"W12"LOT 2
0.89 ACRES
OWNER: EYERLY, RICHARD G JR
ADDRESS: 1535 SE BLACKTHORNE DR.
ZONING: PD-C1-A (PLANNED DEVELOPMENT DISTRICT
- NEIGHBORHOOD COMMERCIAL DISTRICT)
LOT 1
1.90 ACRES
OWNER: ATERRA 20, 1535 SE GOLDEN HARVEST DR WAUKEE, LLC
ADDRESS: 1535 SE GOLDEN HARVEST DR.
ZONING: PD-C1-A (PLANNED DEVELOPMENT DISTRICT - NEIGHBORHOOD
COMMERCIAL DISTRICT)
85' PUBLIC ROW
50' ROW10' P.U.E.20' BUILDING SETBACK30' BUILDING SETBACK
LOT 6
0.37 ACRES
OWNER: EWING LAND DEVELOPMENT SERVICE
ZONING: PD-R-3 (PLANNED DEVELOPMENT DISTRICT -
RENTAL MULTI FAMILY RESIDENTIAL DISTRICT)
LOT 7
OWNER:EWING LAND DEVELOPMENT SERVICE
ADDRESS: 125 SE GOLDEN HARVEST DR.
ZONING: PD-R-3 (PLANNED DEVELOPMENT
DISTRICT - RENTAL MULTI FAMILY RESIDENTIAL
DISTRICT)
LOT 8
OWNER:BEULAH MALLORY
WILLIAM LAWSON
ADDRESS: 1650 & 1540 SE GOLDEN HARVEST DR.
ZONING: PD-R-3 (PLANNED DEVELOPMENT DISTRICT -
RENTAL MULTI FAMILY RESIDENTIAL DISTRICT)LOT 9
OWNER:IMOGENE F. SANDY
ALMEDA JOSEPHINE & RANSOM ROY RANSOM
ADDRESS: 1560 & 1570 SE GOLDEN HARVEST DR.
ZONING: PD-R-3 (PLANNED DEVELOPMENT DISTRICT -
RENTAL MULTI FAMILY RESIDENTIAL DISTRICT)
LOT 10
OWNER: TED & ROSEMARY PRVITERA
COLLEN K MONAHAN
ADDRESS: 120 & 130 SE LEGACY POINTE BLVD.
ZONING: PD-R-3 (PLANNED DEVELOPMENT DISTRICT -
RENTAL MULTI FAMILY RESIDENTIAL DISTRICT)
OUTLOT B
LEGACY POINTE AT
WAUKEE PLAT 2
OWNER: EWING LAND DEVELOPMENT SERVICE
ADDRESS: NO ADDRESS
ZONING: PD-R-3 (PLANNED DEVELOPMENT DISTRICT -
RENTAL MULTI FAMILY RESIDENTIAL DISTRICT)
LOT 20
OWNER: ALICE COOPER
J ROGER & JEAN EVANS
ADDRESS: 1625 & 1635 SE HOLIDAY CREST CIR.
ZONING: PD-R-3 (PLANNED DEVELOPMENT DISTRICT -
RENTAL MULTI FAMILY RESIDENTIAL DISTRICT)
OWNER: CAROLE & ARTHUR CRATE
ADDRESS: 15980 HICKMAN RD
EX. EARL MAY STORE
EX. CAR WASH
TELE
TELE TELESAN10"SAN10"SAN10"SAN10"SAN10"SAN10"SAN8"
SAN8"
SAN
8"
SAN8"
SAN8"
SAN
8"
SAN8"ST36"ST36"ST36"ST36"ST
ST
ST
W
ST12"
ST 18"
SAN 8"U/EW8"W8"W8"W8"W8"W8"W8"W8"U/EU/EU/EW12"
W12"
W12"
TELE
SAN 10"
ST STSTST
W8"W8"W8"S
S
S
D
3" TREE
3" TREE
4" MAPLE
4" MAPLE
EX. MONUMENT
SIGN
TEL PAD
EX. TEL
PAD
EX. TEL
PAD
APPROX. LOCATION
OF TEL LINE
EX. TEL PAD
EX. ELEC.
BOX
EX. ELEC.
BOX
EX. CATV
BOX
EX. CATV
VAULT
EX. GRASS
EX. CONC.
EX. SIDEWALK
EX. LANDSCAPING
EX. CONC.
EX. CONC.EX. CONC.EX. ROCK
EX. ROCK
EX. ROCK
EX. SIDEWALKEX. SIDEWALKEX. SIDEWALK1017.51
BENCHMARK:
OPERATING NUT
ON HYDRANT
1018.96
BENCHMARK:
OPERATING NUT
ON HYDRANT
1025.57
EX. RET. WALL
APPROX.
LOCATION OF
ELEC. LINE
(PUBLIC STREET)(PUBLI
C
S
T
R
E
E
T
)SAN6"60' PUBLIC ROWST
24"
ST
24"
ST
24"
ST
24"
ST
24"
ST
24"
ST
24"
ST 24"
D
D
ST 15"ST 15"ST 15"G2"G 2"G 2"
G 2"G 2"G 2"
G2"
G2"
G2"
G
2"
G
2"
G
2"
G
2"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"10' UNDERGROUND
ELECTRIC EASEMENT
BK 2004, PG 9191
RECIPROCAL INGRESS EGRESS & PARKING
EASEMENT.
BOOK 2008, PG 3346
LOTS 1-5
BOOK 2004,
PG 3326
BOOK 2004,PG 332611
EX. SIDE
W
A
L
K
EX. SIDEWALK 5' P.U.E.15.00' SURFACE WATERFLOWAGE EASEMENT30.00' PRIVATE SANITARY
SEWER EASEMENT 16.5'8.5'25.00' PRIVATE SANITARY
SEWER EASEMENT15'15'
OUTLOT Z
6496 SF
0.15 AC
2
3
4
56
1SAN8"SAN8"SAN
8"
SAN
8"
SAN
8"
SAN
8"
SAN 8"
S
S
SSAN8"ST12"
ST12"
EX. SI
D
E
W
A
L
K
EX. TOWN
HOME
EX. TOWN
HOME
EX. TOWN
HOME
EX. TOWN
HOME
EX. TOWN
HOME EX. TOWN
HOMELEGACY POINTE AT WAUKEE PLAT 7
ZONING: PD-C1-A PLANNED DEVELOPMENT DISTRICT -
NEIGHBORHOOD COMMERCIAL DISTRICT 20' BUILDING SETBACK LINE10' P.U.E.
LEGACY POINTE AT WAUKEE PLAT 1
LEGACY POINTE AT WAUKEE PLAT 1
LEGACY POINTE AT WAUKEE PLAT 1
LEGACY POINTE AT WAUKEE PLAT 1
25.01'19.99'
EX. FENCE
BLACKTHORNE DR.
(PRIVATE STREET)12.5'12.5'25'25.5'
24'
14'
CORPORATE LIMITSCITY OF WAUKEECITY OF CLIVECITY OF CLIVE
CITY OF WAUKEE
CORPORATE LIMITS
CORPORATE LIMITS
CITY OF CLIVE
CITY OF WAUKEE
12" MAPLE
6" TREE
8" MAPLE
5" PINE XXXXXXXXXALL OF LOT B SERVES
AS A STORM WATER
DETENTION EASEMENT
BOOK 2004, PG 1281
EPEEM ICV
ICV W
ICV
WWWWEX. PHOTO SENSOR
EX. ELEC. BOX
27'
L=22.90'
L=35.57'
L =3 5.13'L =3 5 .0 2 'L =3 5 .2 3 '
L =3 5 .8 0 'L =3 2 .6 4 'L =4 0 .4 3 '119.14'119.09'113.73'110.75'106.81'101.52'113.54'113.97'24.00'126.25'50.81'
35.60'
35.60'
35.60'
35.60'
23.92'123.43'122.51'124.69'120.90'114.40'30.52'14.45'24.80'
43.97'
20.00'
L=27.05'
4.64'
L=19.82'
20.21'35.00'
2.73'
L =3 2.4 2'L=23.66'
1.44'
L=10.98'
L=35.48'
L=16.60'
33.41'34.46'L=21.82'
L=15.00'
20.21'35.00'
2.73'
L =3 2.39'L=30.68'
1.44'L=35.62'
L=16.61'
33.41'
L=3.86'
10.14'
GRAPHIC SCALE
030 15 30 60
REFERENCE NUMBER:3501 104th StreetDes Moines, Iowa 50322-3825Phone: (515)276-0467 Fax: (515)276-0217"Planning Your Successful Development"Bishop EngineeringCivil Engineering & Land Surveying Established 1959DRAWN BY:
CHECKED BY:
REVISION DATE:
PROJECT NUMBER:
SHEET NUMBER:LEGACY POINTE AT WAUKEE PLAT 9WAUKEE, IOWA GSA
150593
SKV
160425
PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2016\160425\DWG\PRELIMINARY PLAT.DWG3/3/2017 11:25:07 AMLAYOUT PLAN3 OF 8
NOTE:
DEVELOPER INTENDS TO LIMIT REMOVAL AND
REPLACEMENT OF ALL IMPROVEMENTS TO THE
PARKING LOT AREAS ON LAND IT OWNS
[][]MOE=1017.0 MOE=1017.0
MOE=1016.0 MOE=1017.0
MOE=1018.0 MOE=1018.0
MOE=1012.0MOE=1012.0
MOE=1012.0MOE=1012.0MOE=1012.0MOE=1012.0
MOE=1012.0
GMGMGMGMGMGMGMGMGMGMGMGMNORMAL POOL ELEV = 1004.0
100 YR ELEV = 1010.0
100 YEAR PONDING
@ ELEV. = 1016.0
IF PIPE PLUGS
100 YEAR OVERFLOW
@ ELEV. = 1016.0
1013.00
1013.60
1015.90
2%
2%
1014.32
1015.04
1011.71EX
1011.39EX
1011.32EX
1011.32EX
1011.39EX
1011.43EX
1011.18EX
1011.36EX
1011.47EX
1011.33EX
SE BLACKTHORNE DR
PRIVATE STREET
MATCH EX. GRADE
1015.72EX
1016.55E/W
1015.00EX
1016.65T/C
1016.15G
1016.92EX
1014.65EX
1022.00±EX
1011.50
1011.50
1011.50 1011.50 1011.50
1011.50
1011.50
1012.501011.50
1011.501011.50
1011.50
1011.50
1011.50
1.2%3.3%3.7%2.4%5.0%5.0%6.3%6.4%1010.25
1012.67
1019.08
1018.50
1012.67 1012.67
1013.17
1022.00
1021.42 1021.42
1013.50 1013.50
1014.00
1022.83
1022.25 1022.25
1022.75 1022.75
1023.33
1014.00 1015.00
1022.751022.75
1022.001017.50
1017.501017.00
1022.50
1023.08
1022.50
1021.42 1021.42
1022.00
1013.17
1017.00 1017.00
1021.15T/C
1021.08G
1021.77T/C
1021.60G
1022.28T/C
1022.11G 1022.17T/C
1022.00G
1019.15
1018.67T/C
1018.50G
1015.25
1016.17T/C
1016.00G 1018.17T/C
1018.00G
1020.14T/C
1020.07G
1021.15T/C
1021.08G
1021.85T/C
1021.68G
1022.34T/C
1022.17G
1022.17T/C
1022.00G
1020.65
1020.14T/C
1020.07G
1019.18T/C
1019.01G
1020.97T/C
1020.80G
1021.55T/C
1021.38G
1022.17T/C
1022.00G 1022.34T/C
1022.17G 1021.17T/C
1021.00G
1021.17T/C
1021.00G
1022.42T/C
1022.25G
1022.05T/C
1021.88G
1021.52T/C
1021.35G
1020.97T/C
1020.80G
1019.18T/C
1019.01G
1018.00T/C
1017.83G
1014.67
1015.00 1015.18
1015.60
1016.11
1014.80
1015.10
1015.19
1015.901022.501022.501022.501022.501022.501022.751022.251022.251021.501021.001021.001021.001018.501018.501013
1015
1014
1014
1013
2%
2.4%10161017
10171023
1022
1021
1020
1019 1018
1019
1018
1017101710220.3%
MATCH EX.
MATCH
EX.
1020.90
1020.401020.50
1019.48
1018.98
1019.00
1011.98
1021.00
1019.50
1011.43±EX.
1011.48±EX.
1011.98
MATCH EXISTING1015.70
HP
1015.87T/C
1015.70G
1015.67T/C
1015.50G
1015.48T/C
1015.31G
1015.67T/C
1015.50G
1015.87T/C
1015.70G
1015.67T/C
1015.50G
1015.17T/C
1015.00G
1011.48EX
1011.32EX
1011.26EX
1011.27EX
1011.28EX
1011.22EX1011.18EX
1011.16EX
1011.43EX
5.8%3.0%5.7%2.8%8.7%1014.25
1014.50
1014.50
S
S
CO
COCO
HY D4619 SF
0.11 AC
OUTLOT V
7
5764 SF
0.13 AC
14
17889 SF
0.41 AC
6270 SF
0.14 AC
LOT "A"
5
4287 SF
0.10 AC
13
7809 SF
0.18 AC
6
6375 SF
0.15 AC
4
4337 SF
0.10 AC
12
3629 SF
0.08 AC
3
4316 SF
0.10 AC
11
3817 SF
0.09 AC
2
4118 SF
0.09 AC
10
3922 SF
0.09 AC
1
4871 SF
0.11 AC
9
4068 SF
0.09 AC
2143 SF
0.05 AC
OUTLOT W
8
4199 SF
0.10 AC
1023.33
GM1012.67
1015.85
1017.00
1018.25 1019.50 1020.55
1020.95 1021.35
1021.75
1022.00
1021.75 1020.75
1019.75
1015.56
LP
1016
1016
1016 1020102210221018102210221017101710
1
6
1
0
1
6 101810201021
10
2
2
1022
10
2
2
1022 102110201021101910201017
1016
1013
1012
10131012
1012
10121020102110211020101810
1
510121013101410151016 10171018
1022 101510201022
1022.42T/C
1022.25G
1022.17T/C
1022.00G
1021.77T/C
1021.60G
1021.37T/C
1021.20G
1021.37T/C
1021.20G
1019.92T/C
1019.75G
1019.92T/C
1019.75G
1018.67T/C
1018.50G1016.07T/C
1015.90G
1017.42T/C
1017.25G
1017.42T/C
1017.25G
1019.67
1011.50± EX
1011.50
1014.25±EX
1014.90±EX 1014.50±EX
1013.10
1016.49
1017.18 1019.25
1016.00±EX
1018.10
1021.76
1019.17
1018.1210151017.68
1017.00
1014.65
1012.061012.06 1.5%0%
0%6.25%6.25%0.
7
%
1011.48 1.1%0%1.5%1019.00
1019.55
1019.57
1.5%1.5%0.4%
0.4%
1.
5
%6.25%6.25%0.4%
1020.97
1021.07 1.5%1.5%2%
2%6.25%6.25%2%
1.5%
MAX
LOT B
SE GOL
D
E
N
H
A
R
V
E
S
T
D
R
I
V
E SE LEGACY POINTE BOULEVARDU.S. HIGHWAY NO. 6 (HICKMAN ROAD)W12"W12"LOT 2
0.89 ACRES
LOT 1
1.90 ACRES
20' BUILDING SETBACK30' BUILDING SETBACK
LOT 6
0.37 ACRES LOT 7
LOT 8
LOT 9 LOT 10
OUTLOT B
LEGACY POINTE AT
WAUKEE PLAT 2
LOT 20
EX. EARL MAY STORE
EX. CAR WASH
TELE
TELE TELESAN10"SAN10"SAN10"SAN10"SAN10"SAN10"SAN8"
SAN8"
SAN
8"
SAN8"
SAN8"
SAN
8"
SAN8"ST36"ST36"ST36"ST36"ST
ST
ST
W
ST12"
ST 18"
SAN 8"U/EW8"W8"W8"W8"W8"W8"W8"W8"U/EU/EU/EW12"
W12"
W12"
TELE
SAN 10"
ST STSTST
W8"W8"W8"S
S
S
D
EX. MONUMENT
SIGN
TEL PAD
EX. TEL
PAD
EX. TEL
PAD
APPROX. LOCATION
OF TEL LINE
EX. TEL PAD
EX. ELEC.
BOX
EX. ELEC.
BOX
EX. CATV
BOX
EX. CATV
VAULT
EX. GRASS
EX. CONC.
EX. SIDEWALK
EX. LANDSCAPING
EX. CONC.
EX. CONC.EX. CONC.EX. ROCK
EX. ROCK
EX. ROCK
EX. SIDEWALKEX. SIDEWALKEX. SIDEWALK1017.51
BENCHMARK:
OPERATING NUT
ON HYDRANT
1018.96
BENCHMARK:
OPERATING NUT
ON HYDRANT
1025.57
EX. RET. WALL
APPROX.
LOCATION OF
ELEC. LINE
(PUBLIC STREET)(PUBLI
C
S
T
R
E
E
T
)SAN6"ST
24"
ST
24"
ST
24"
ST
24"
ST
24"
ST
24"
ST
24"
ST 24"
D
D
ST 15"ST 15"ST 15"G2"G 2"G 2"
G 2"G 2"G 2"
G2"
G2"
G2"
G
2"
G
2"
G
2"
G
2"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"11
EX. SIDE
W
A
L
K
EX. SIDEWALK
2
3
4
56
1SAN8"SAN8"SAN
8"
SAN
8"
SAN
8"
SAN
8"
SAN 8"
S
S
SSAN8"ST12"
ST12"
EX. SI
D
E
W
A
L
K
EX. TOWN
HOME
EX. TOWN
HOME
EX. TOWN
HOME
EX. TOWN
HOME
EX. TOWN
HOME EX. TOWN
HOMELEGACY POINTE AT WAUKEE PLAT 7
ZONING: PD-C1-A PLANNED DEVELOPMENT DISTRICT -
NEIGHBORHOOD COMMERCIAL DISTRICT 20' BUILDING SETBACK LINE1012
1013
1014
1
0
1
4
1015
101
2
101
3 10151017102110221016101510151014
10221021101
3 1011101210131014101310111010
1010
1011
10121016101710181019102010201017101810191012
101610161015
1015
10211022101610161017LEGACY POINTE AT WAUKEE PLAT 1
LEGACY POINTE AT WAUKEE PLAT 1
LEGACY POINTE AT WAUKEE PLAT 1
LEGACY POINTE AT WAUKEE PLAT 1
EX. FENCE
BLACKTHORNE DR.
(PRIVATE STREET)
CORPORATE LIMITSCITY OF WAUKEECITY OF CLIVECITY OF CLIVE
CITY OF WAUKEE
CORPORATE LIMITS
CORPORATE LIMITS
CITY OF CLIVE
CITY OF WAUKEE
XXXXXXXXXEPEEM ICV
ICV W
ICV
WWWWEX. PHOTO SENSOR
EX. ELEC. BOX1015
1015GRAPHIC SCALE
030 15 30 60
REFERENCE NUMBER:3501 104th StreetDes Moines, Iowa 50322-3825Phone: (515)276-0467 Fax: (515)276-0217"Planning Your Successful Development"Bishop EngineeringCivil Engineering & Land Surveying Established 1959DRAWN BY:
CHECKED BY:
REVISION DATE:
PROJECT NUMBER:
SHEET NUMBER:LEGACY POINTE AT WAUKEE PLAT 9WAUKEE, IOWA GSA
150593
SKV
160425
PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2016\160425\DWG\PRELIMINARY PLAT.DWG3/3/2017 11:25:45 AMGRADING PLAN4 OF 8
NOTE:
DEVELOPER INTENDS TO LIMIT REMOVAL AND
REPLACEMENT OF ALL IMPROVEMENTS TO THE
PARKING LOT AREAS ON LAND IT OWNS
NOTE:
CONTRACTOR SHALL OBTAIN IOWA DOT PERMIT
TO WORK IN STATE HIGHWAY RIGHT-OF WAY
[][]GMPROP. GAS METER
(TYP. ON EACH UNIT)
PROP. GAS BY CITY
PROP. GAS BY CITYGMGM GMGMGMGMGMGMGMGMGMP.U.E10'6" SCHEDULE 80
PVC CONDUIT
DEPTH=4'20'PROP. WATER &STORM EASEMENTMAKE CONNECTION
TO EX. 8" WATER W/ 8"
TAPPING SLEEVE &
VALVE
87 L.F. 8" PRIVATE WATER
10'PROP. 10' PRIVATE
WATERMAIN
EASEMENT
SE BLACKTHORNE DR
PRIVATE STREET
5'P.U.E5'P.U.EHYDRANT
RADIUS, 150'
(TYP.)
22.5° BEND
11.25° BEND
11.25° BEND
MAKE CONNECTION
TO EX. 8" WATER W/ 8"
TAPPING SLEEVE &
VALVE
S
S
CO
COCO
84 L.F. 8" PRIVATE WATER
55 L.F. 8" PRIVATE WATER
92 L.F. 8"
P
R
I
V
A
T
E
W
A
T
E
R
20.5 L.F. 8"
PRIVATE WATER HY DFIRE HYDRANT
ASSEMBLY WITH
6" VALVE
CONNECT TO EX. SAN PIPE
EX. INV=1007.72±
NEW STORM C.O.
RIM=1018.75
FL=1014.75
NEW STORM C.O.
RIM=1022.00
FL=1017.21
NEW STORM C.O.
RIM=1022.00
FL=1018.00
FL(NE)=1008.86
MAKE MODIFICATIONS TO
CASTING AS REQUIRED
63 LF 8" PRIVATE
HDPE @ 9.3%
116 LF 8" PRIVATE
HDPE @ 2.12%
79 LF 8" PRIVATE
HDPE @1.00%
49 L.F. 8" PRIVATE
SAN SWR @ S=0.40%
NEW MH #1
RIM=1018.60
INV(S)=1007.92
INV(SE)=1008.05
NEW MH #2
RIM=1021.65
INV=1009.96
191 L.F. 8" PRIVA
T
E
SAN SWR @S=1.
0
0
%
*CRITICAL CROSSING*
WATER(FL)=1009.80
SAN(TOP)=1008.48
*CRITICAL CROSSING*
STORM(FL)=1011.59
WATER(TOP)=1010.09
4" SAN. SWR.
SERVICE (TYP.)
SUMP PUMP
DRAIN LINE (TYP.)
WATER SERVICE
(TYP.)10'10'PROP. 10' PRIVATE
WATERMAIN
EASEMENT
PROP. 10' PRIVATE
SANITARY & STORM
SEWER EASEMENT
4619 SF
0.11 AC
OUTLOT V
7
5764 SF
0.13 AC
14
17889 SF
0.41 AC
6270 SF
0.14 AC
LOT "A"
5
4287 SF
0.10 AC
13
7809 SF
0.18 AC
6
6375 SF
0.15 AC
4
4337 SF
0.10 AC
12
3629 SF
0.08 AC
3
4316 SF
0.10 AC
11
3817 SF
0.09 AC
2
4118 SF
0.09 AC
10
3922 SF
0.09 AC
1
4871 SF
0.11 AC
9
4068 SF
0.09 AC
2143 SF
0.05 AC
OUTLOT W
8
4199 SF
0.10 AC
GM2'2'2'PROP. 8 LF 18" CMP
EXTEND EX. 18" CMP
MATCH SLOPE OF EX. PIPE
PROP. 10'
IRRIGATION
EASEMENT
6'
PROP. PUBLIC
PEDESTRIAN WAY
EASEMENT
A PUBLIC PEDESTRIAN WAY EASEMENT
SHALL BE OBTAINED FROM THIS PROPERTY
OWNER FOR PART OF SIDEWALK THAT
DEFLECTS ONTO THIS PROPERTY PRIOR TO
CONSTRUCTION OF THE SIDEWALK
10' PUE20.00' SANITARY SEWER EASEMENTBOOK 2004, PG 128945' STORM SEWER, SANITARY
SEWER AND WATER
MAIN EASEMENT
BOOK 2004, PG1291
10.00' WATEREASEMENTBOOK 2004, PG 1293LOT B
SE GOL
D
E
N
H
A
R
V
E
S
T
D
R
I
V
E SE LEGACY POINTE BOULEVARDU.S. HIGHWAY NO. 6 (HICKMAN ROAD)W12"W12"LOT 2
0.89 ACRES
LOT 1
1.90 ACRES
10' P.U.E.20' BUILDING SETBACK30' BUILDING SETBACK
LOT 6
0.37 ACRES LOT 7
LOT 8
LOT 9 LOT 10
OUTLOT B
LEGACY POINTE AT
WAUKEE PLAT 2
LOT 20
EX. EARL MAY STORE
EX. CAR WASH
DETENTION POND
TELE
TELE TELESAN10"SAN10"SAN10"SAN10"SAN10"SAN10"SAN8"
SAN8"
SAN
8"
SAN8"
SAN8"
SAN
8"
SAN8"ST36"ST36"ST36"ST36"ST
ST
ST
W
ST12"
ST 18"
SAN 8"U/EW8"W8"W8"W8"W8"W8"W8"W8"U/EU/EU/EW12"
W12"
W12"
TELE
SAN 10"
ST STSTST
W8"W8"W8"S
S
S
D
EX. 36" RCP
FL=1004.25
EX. 18" ROUND INTAKE
RIM = 1010.83
FL=1004.47
EX. 18" ROUND INTAKE
RIM = 1011.81
FL 15" RCP (W)=1006.06
FL 15" RCP (E)=1006.06
FL 36" RCP =1004.56
EX. 15" PIPE
FL =1008.14
EX. INTAKE
RIM = 1014.23
FL 18" RCP (W)=1008.33
FL 12" RCP (SE)=1006.63
FL 36" RCP (N-S) =1005.33
EX. INTAKE
GRATE = 1015.00
FL 12" PIPE (NW) =1007.80
EX. MH
RIM = 1016.11
FL=1006.90
EX. 18" CMP
FL = 1009.70
EX. MH
RIM = 1012.08
INV 10" (S) =1004.58
INV 10" (W) = 1004.48
EX. MH
RIM = 1015.29
INV 8" (W) =1005.79
INV 8" (SE) = 1005.79
INV 10" (N) = 1005.69
EX. MH
RIM = 1023.81
INV 8" (NW) =1007.16
EX. SPRINKLER
BOX
EX. SPRINKLER
BOX
EX. SPRINKLER
BOX
EX. SPRINKLER
VALVE
APPROX. LOCATION
OF WATER MAIN
EX. MONUMENT
SIGN
TEL PAD
EX. TEL
PAD
EX. TEL
PAD
APPROX. LOCATION
OF TEL LINE
EX. TEL PAD
EX. ELEC.
BOX
EX. ELEC.
BOX
EX. CATV
BOX
EX. CATV
VAULT
EX. GRASS
EX. CONC.
EX. SIDEWALK
EX. LANDSCAPING
EX. CONC.
EX. CONC.EX. CONC.EX. ROCK
EX. ROCK
EX. ROCK
EX. SIDEWALKEX. SIDEWALKEX. SIDEWALKEX. RET. WALL
APPROX.
LOCATION OF
ELEC. LINE
100-YEAR FLOOD ELEVATION = 1010.0
NORMAL POOL ELEVATION = 1004.0
(PUBLIC STREET)(PUBLI
C
S
T
R
E
E
T
)SAN6"ST
24"
ST
24"
ST
24"
ST
24"
ST
24"
ST
24"
ST
24"
ST 24"
D
D
EX. MH
RIM = 1023.34
FL=1015.00
EX. MH
RIM = 1015.28
FL=1007.32
ST 15"ST 15"ST 15"G2"G 2"G 2"
G 2"G 2"G 2"
G2"
G2"
G2"
G
2"
G
2"
G
2"
G
2"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"10' UNDERGROUND
ELECTRIC EASEMENT
BK 2004, PG 9191
RECIPROCAL INGRESS EGRESS & PARKING
EASEMENT.
BOOK 2008, PG 3346
LOTS 1-5
BOOK 2004,
PG 3326
BOOK 2004,PG 332611
EX. SIDE
W
A
L
K
EX. SIDEWALK 5' P.U.E.15.00' SURFACE WATERFLOWAGE EASEMENT30.00' PRIVATE SANITARY
SEWER EASEMENT 16.5'8.5'25.00' PRIVATE SANITARY
SEWER EASEMENT15'15'
2
3
4
56
1
EX. MH
RIM=1017.00
INV(SW)=1006.80
INV(N)=1006.90 SAN8"SAN8"SAN
8"
SAN
8"
SAN
8"
SAN
8"
EX. MH
RIM=1016.10
INV(S)=1007.44
INV(E)=1007.55
EX. MH
RIM=1020.00
INV(NW)=1009.70
SAN 8"
S
S
S
INV 8" (NE) = 1005.80 SAN8"ST12"
EX. SW 513 M-G INTAKE (4'X4')
RIM = 1014.25
INLET = 1013.00(EAST SIDE ONLY)
FL(NW)=1009.80
ST12"
FL(E)=1007.94
EX. SI
D
E
W
A
L
K
EX. TOWN
HOME
EX. TOWN
HOME
EX. TOWN
HOME
EX. TOWN
HOME
EX. TOWN
HOME EX. TOWN
HOMELEGACY POINTE AT WAUKEE PLAT 7
ZONING: PD-C1-A PLANNED DEVELOPMENT DISTRICT -
NEIGHBORHOOD COMMERCIAL DISTRICT 20' BUILDING SETBACK LINE10' P.U.E.
LEGACY POINTE AT WAUKEE PLAT 1
LEGACY POINTE AT WAUKEE PLAT 1
LEGACY POINTE AT WAUKEE PLAT 1
LEGACY POINTE AT WAUKEE PLAT 1
25.01'19.99'
EX. FENCE
BLACKTHORNE DR.
(PRIVATE STREET)
CORPORATE LIMITSCITY OF WAUKEECITY OF CLIVECITY OF CLIVE
CITY OF WAUKEE
CORPORATE LIMITS
CORPORATE LIMITS
CITY OF CLIVE
CITY OF WAUKEE
EX INTAKE
T/C=1013.70
EX INTAKE
T/C=1015.81
GR=1015.31
FL(NW)=1008.76
SL(SE)=1008.86 XXXXXXXXXALL OF LOT B SERVES
AS A STORM WATER
DETENTION EASEMENT
BOOK 2004, PG 1281
EPEEM ICV
ICV W
ICV
WWWWEX. PHOTO SENSOR
EX. IRRIGATION
LINE
EX. ELEC. BOX
GRAPHIC SCALE
030 15 30 60
REFERENCE NUMBER:3501 104th StreetDes Moines, Iowa 50322-3825Phone: (515)276-0467 Fax: (515)276-0217"Planning Your Successful Development"Bishop EngineeringCivil Engineering & Land Surveying Established 1959DRAWN BY:
CHECKED BY:
REVISION DATE:
PROJECT NUMBER:
SHEET NUMBER:LEGACY POINTE AT WAUKEE PLAT 9WAUKEE, IOWA GSA
150593
SKV
160425
PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2016\160425\DWG\PRELIMINARY PLAT.DWG3/3/2017 11:26:42 AMUTILITY PLAN5 OF 8
LOT "A":
PROPOSED PRIVATE WATER, PRIVATE
SANITARY, PRIVATE STORM AND EGRESS &
INGRESS EASEMENT.
GENERAL NOTE:
CONTRACTOR SHALL USE COMMON TRENCHES
FOR LATERAL SERVICES FOR WATER, SEWER
AND FOOTING DRAIN SYSTEM. SERVICES TO BE
STUBBED 5' OUTSIDE OF STREET CURB LINE.
[][][]GM
GMGM
GMGM
GMGMGMGMGMGMGM
P.U.E
10'
10'PROP. 10' PRIVATEWATERMAINEASEMENTSE BLACKTHORNE DRPRIVATE STREET5'P.U.E5'P.U.E
SSCOCOCOHYD
10'10'4619 SF0.11 ACOUTLOT V75764 SF0.13 AC1417889 SF0.41 AC6270 SF0.14 ACLOT "A"54287 SF0.10 AC137809 SF0.18 AC66375 SF0.15 AC44337 SF0.10 AC123629 SF0.08 AC34316 SF0.10 AC113817 SF0.09 AC24118 SF0.09 AC103922 SF0.09 AC14871 SF0.11 AC94068 SF0.09 AC2143 SF0.05 ACOUTLOT W84199 SF0.10 ACGMPROP. 10'IRRIGATIONEASEMENT6'SE LEGACY POINTE BOULEVARD
TELE
TELE TELE TELE TELE
TELE
TELE
ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"STSTWST12"ST12"ST18"W8"
W8"W8"W8"W 8"W8"W8"W8"W8"W8"STU/E
U/E U/E U/E U/E U/E U/E U/E
W8"W8"W8"W8"W8"W8"SDEX. TELPADEX. TELPADEX. RET. WALLG4"
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"234561SSST12"ST12"ST12"ST12"EX. TOWNHOMEEX. TOWNHOMEEX. TOWNHOMEEX. TOWNHOMEEX. TOWNHOMEEX. TOWNHOMELEGACY POINTE AT WAUKEE PLAT 7ZONING: PD-C1-A PLANNED DEVELOPMENT DISTRICT -NEIGHBORHOOD COMMERCIAL DISTRICTEX. FENCEXXXXXXXXXXXXXWWWWWWSODSODSODSODSODSODSODSODROCK
ROCK
RO1LD4LD4HB1AC1AC1HB1LD4RO1HB1AC1RO1LD4CS4SODSODSODSODSODROCK
ROCK
ROCK
ROCK
ROCK
ROCK
ROCK
ROCK
ROCK
ROCK
ROCK
ROCK
SODSODSODSODSODSODEXISTING3" DECIDUOUS TREEEXISTING5" DECIDUOUS TREERO1RO1BO1BO1BO1BO1RO1CC2SB1WK1SB1BH1BH2CS2SB1WK1SB1WK1RO1CC1SB1CC1BO1LANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIEDOTHERWISE.2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE.3.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER.4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK - ANSI Z60.1.6.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE.7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THECONTRACT.8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES & SHRUBS NOT INCLUDED WITHIN RIVER ROCK PLANTING BEDS.9.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTORSHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD.10.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT AND/OR THE CITY OF WAUKEEDEVELOPMENT SERVICES DEPARTMENT.12.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN OR APPROVED EQUAL..13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.14.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 3" THICK WASHEDRIVER ROCK (1.5" NOMINAL SIZE).15.ALL BEDS TO RECEIVE PRE-EMERGENT WEED CONTROL BEFORE AND AFTER RIVER ROCK IS INSTALLED.LANDSCAPE PLAN6 OF 8REFERENCE 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:LEGACY POINTE AT WAUKEE PLAT 9
WAUKEE, IOWA GSA150593SKV160425PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC 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.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 TREEDECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOIL3" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:PLANTING SCHEDULEM:\LAND PROJECTS 2016\160425\DWG\6 OF 8 LANDSCAPE.DWG3/3/2017 11:34:31 AM
LANDSCAPE REQUIREMENTSTOTAL SIZE OF LOT72,614 SFTOTAL REQUIRED OPEN SPACE (20%)14,522.8 SFTOTAL SINGLE FAMILY RESIDENTIAL UNITS13TOTAL TREES REQUIRED (2 PER RESIDENTIAL UNIT)26REQUIRED LANDSCAPE BUFFER (WEST OF LOT 13)TOTAL LENGTH114'1 OVERSTORY PER 50 L.F.32 EVERGREEN PER 50 L.F.52 ORNAMENTAL PER 50 L.F.5TOTAL EXISTING TREES 2TOTAL PROPOSED TREES24TOTAL TREES PROVIDED26TOTAL SHRUBS PROVIDED18
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DETAILS SHEET7 OF 8REFERENCE 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:LEGACY POINTE AT WAUKEE PLAT 9
WAUKEE, IOWA GSA150593SKV160425PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2016\160425\DWG\PRELIMINARY PLAT.DWG3/3/2017 11:27:02 AM
Parallel Ramp (if required)StandardSidewalk 1'-0"(typ.)Grade BreakSpecial ShapingParallel Curb Ramp: If normal sidewalkelevation cannot be achieved with theperpendicular ramp between the streetand landing due to limited ramp length,provide a parallel ramp to make up theelevation difference between thelanding and the standard sidewalk.The length of the parallel ramp is notrequired to exceed 15 feet, regardlessof the resulting slope. Do not exceed8.3% slope for parallel ramps shorterthan 15 feet.Turning Space: Target slope of 1.5%with maximum slope perpendicular to thetravel directions of 2.0%. Minimum 4feet by 4 feet.Perpendicular Curb Ramp: Targetrunning slope of 6.25% with maximumrunning slope of 8.3%.Target cross slope of 1.5% with amaximum cross slope of 2.0%.Match pedestrian street crossing crossslope or flatter.567877568899 4' MIN 4
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INVARIES1ADA RAMP DETAILSSCALE NONEC6.1PAVEMENT CROSS SECTION21' B/B STREETNOT TO SCALECLUSTER MAILBOX DETAILNOT TO SCALE4'4'4'0.5'4'X4' MAILBOXPAD, 8" THICK MIN.4'X4' PCCAPPROACH0.5" THICKEXPANSION JOINTBACK OFLIP CURBMAILBOX BYOTHERS2% MAX2% MAX 2" INTEGRALLIP CURB2.0'24.0' B/B2.17%CLLONGITUDINALJOINT6"NON-REINFORCEDPAVEMENT2.17%LONGITUDINALGUTTER JOINT2.5'2.0'1.0'12" SUBGRADE PREP. TO95% STD. PROCTER(PER SOILS ENGINEER)NOT TO SCALESEE SECTION DETAIL 'A'AT RIGHTSECTION DETAIL 'A'CASTING SUPPORT PAD6"X45 DEGREEBEND10'-0" MIN.18"X18"X6" THICKSQUARE CONCRETE PADCLEANOUT DETAILPVC PIPE STUBFITTING CLEANOUTADADPTERTHREADED PLUGTERMINATION OF SERVICE LINEWYE FITTING2"8"VARIES
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1016 10171018102010211020102210221016TEMP. ROCK CONSTRUCTIONENTRANCE (15'X40')SFSFSTAGING AREATEMP. INLETPROTECTIONSILT FENCE(TYP.)OUT HOUSE LOCATIONSANITARY WASTE WILL BEDISPOSED OF PER FEDERALAND LOCAL REGULATIONSTEMP. CONSTRUCTIONDUMPSTER LOCATION,DISPOSE OF WASTE PERFEDERAL AND LOCALREGULATIONSCONC.WASH-OUT BAGSFSFTEMP. INLETPROTECTIONSFSFSF1021SF
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SF SFSFSFSFSFSILT FENCE(TYP.)SFSFSFSFSFSFSFSFTEMP. INLETPROTECTIONTEMP. INLETPROTECTIONFINAL DISCHARGEPOINTFINAL DISCHARGE FROM LOTSINTO EX. DETENTION BASINLIMITS OF DISTURBANCESFSFSFSFTOPSOILSTOCKPILESILT FENCE(TYP.)SILT FENCE(TYP.)6SWPPP8 OF 8REFERENCE 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:LEGACY POINTE AT WAUKEE PLAT 9
WAUKEE, IOWA GSA150593SKV160425PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060STORM WATER POLLUTION PREVENTION PLANVICINITY MAPNOT TO SCALEIOWAONE 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 SUDAS DURING ALL CONCRETE WORK.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALLFEDERAL, STATE AND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.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 2016\160425\DWG\PRELIMINARY PLAT.DWG3/3/2017 11:27:42 AM
PROPERTY DESCRIPTION:OUTLOT X AND OUTLOT Y IN LEGACY POINTE AT WAUKEE PLAT 7, ANOFFICIAL PLAT, CITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND CONTAINS 2.13 ACRES MORE OR LESS.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY ANDALL EASEMENTS OF RECORD.ADDRESS:1595 SE GOLDEN HARVEST DR.WAUKEE, IA 50263OWNER:URBAN FAMILY INVESTMENT LLC214 FOSTER DRIVEDES MOINES, IA 50312SITE AREA:2.13 ACRESDISTURBED AREA = 1.99 ACRES (86,590 S.F.)STABILIZED ENTRANCE 25'X50'-6"DEEP 2" CLEAN CRUSHED ROCKDRIVE ON GEOTEXTILE120SILT FENCE (TYP)LEGEND:EXISTING CONTOURPROPOSED CONTOUR120SFSFSFQUANTITY ESTIMATESILT FENCE 763 L.F.INLET PROTECTION 6 EA.AREA TO BE RESEEDED 46,144 S.F.(SUDAS TYPE 5 SEED EROSION CONTROL MIX)BENCHMARKS:1.TOP OF OPERATING NUT ON FIRE HYDRANT LOCATED ON SOUTHEAST PORTION OF LOT 3 ,LEGACY POINTE AT WAUKEE PLAT 1. ELEVATION = 1017.512. TOP OF OPERATING NUT ON FIRE HYDRANT LOCATED ON SOUTHEAST PORTION OF LOT 1 , LEGACY POINTE AT WAUKEE PLAT 1. ELEVATION = 1018.96