HomeMy WebLinkAbout2017-11-06-J14 Stivers Display Lot Addition_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: November 6, 2017
AGENDA ITEM: Consideration of approval of a resolution approving site plan for Stivers
Display Lot Addition [1350 SE Stone Ridge Drive]
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Stivers Iowa Real Estates, LLC, has submitted plans
requesting approval of a site plan for a 235 stall display lot addition to the
west of the existing Stivers car dealership.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the request at their meeting on October 24, 2017 and recommended approval:
Approval of a Site Plan for Stiver’s Display Lot Expansion [1350 SE Stone Ridge Drive]
Senior Planner, Andy Kass, introduced the request for approval of a Site Plan for a Display lot
expansion made by the applicant Stiver’s Iowa Real Estates LLC. The proposed request shows a paved
area for the display for 250 cars located on the Southwest corner of the SE Stone Ridge Drive and SE
Waco Place intersection.
Mr. Kass advised no utilities would be needed for the site and that storm water runoff would be
maintained by the current detention pond. Mr. Kass also advised that City Staff are still working with
the site lighting to insure all ordinances are met and a minimal impact is associated with the project.
At this time staff is comfortable with the site plan and would recommend approval subject to
remaining staff comments.
• Commissioner Tietz questioned how potential clients would be getting across the street from
the main display lot. Mr. Kass advised that there are sidewalks on the south side of SE Stone
Prairie and SE Waco Place, and that the applicants will be replacing the pedestrian ramps for
these sidewalks. Seth Sutherland with bishop engineering, a representative of the applicant,
advised that walking would be the main mode of transportation, weather permitting, otherwise
the vehicle access would be utilized.
• Commissioner Stonebrook questioned if the median of SE Waco Place would be in the way of
pedestrian crossings. Mr. Kass advised that the nose for the median is just south of the
pedestrian walk. Mr. Kass also informed the commission that the lot would be built for the
circulation of vehicles, and that items such as golf carts were not street legal within the City of
Waukee.
A motion was made by Commissioner Broderick, and seconded by Commissioner Stonebrook, to
approve the Site Plan for Stiver’s Display Lot Expansion subject to any remaining staff comments and
review of any legal documents. Ayes: Stonebrook, Broderick, Tietz, and Schmidt. Nays: None. Motion
Carries.
STAFF REVIEW AND COMMENT: All comments related to the site plan have been addressed
and staff would recommend approval.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 17-
APPROVING THE SITE PLAN FOR STIVERS DISPLAY LOT ADDITION
[1350 SE STONE RIDGE DRIVE]
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 Stivers Display Lot Addition, subject to remaining staff comments on October
24, 2017; AND,
WHEREAS, the Site Plan for Stivers Display Lot Addition is in general conformance with §304
– Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Stivers Display Lot Addition 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 6th day of November, 2017 that the Site Plan for Stivers Display Lot Addition 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
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Andy Kass
RE: Stivers Display Lot Addition – Site Plan
DATE: October 24, 2017
GENERAL INFORMATION:
Applicant: Stivers Iowa Real Estate, LLC
Requested Action Site Plan Approval
Location and Size: Property is located at the northeast corner of SE
Waco Place and SE Stone Ridge Drive,
containing approximately 2.53 acres.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current
Zoning
Property in Question Vacant / Undeveloped Neighborhood Residential PD-1/C-1
North Shoppes at Williams Pointe Neighborhood Residential PD-1/C-1
South Alice’s Place Senior Living Neighborhood Residential PD-1/R-3
East Stivers Ford Dealership Neighborhood Residential C-1
West Vacant / Undeveloped Neighborhood Residential PD-1/C-1
BACKGROUND:
The subject property is located at the northeast corner of SE Waco Place and SE Stone Ridge Drive. The
property is currently undeveloped and located west of the existing Stivers Ford car dealership. The applicant,
requests approval of the site plan to allow for the construction of a sales display lot area.
PROJECT DESCRIPTION:
The project involves the paving of a sales display lot area on property that is west of the existing Stivers Ford
car dealership. The site plan identifies an additional 235 parking spots for sales display. No buildings are
proposed at this time on the site. Access to the display area is provided off of SE Stone Ridge Drive and SE
Waco Place.
October 20, 2017
2 of 2
ABOVE: Aerial of the site plan (outlined in RED) in relation to the surrounding properties.
SIDEWALKS/TRAILS:
The site plan identifies a five foot wide sidewalk extension along the south side of SE Stone Ridge Drive. The
site plan also identifies the removal and replacement of the existing pedestrian ramps for the trail to repair
existing damage.
UTILITIES:
Storm water detention is provided through the existing detention basin located to the south. The applicant
and the property owner of Alice’s Place share maintenance responsibility for the pond.
LIGHTING PLAN
The applicant has submitted a lighting plan for review and staff is working with the applicant to comply with
the Site Plan Ordinance requirements.
STAFF RECOMMENDATION:
At this time staff is comfortable with the site plan and would recommend approval of the site plan subject to
remaining staff comments.
CITY OF WAUKEE
Andy Kass, AICP
Senior Planner
6SITESTIVERS FORD LINCOLN - DISPLAY LOT EXPANSIONSITE PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:QUIT CLAIM DEED BOOK: 2015 PAGE: 20587LOT 4 AND 5, IN WILLIAMS POINTE PLAT 14, AN OFFICIALPLAT, NOW INCLUDED IN AND FORMING A PART OF THECITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND SUBJECT TO ALL EASEMENTS ANDENCUMBRANCES OF RECORD.SAID TRACT OF LAND CONTAINS 2.53 (110,079 SF) ACRESMORE OR LESS.ADDRESS:1350 SE STONE RIDGE DRIVEWAUKEE, IOWA 50263OWNER:STIVERS IOWA REAL ESTATE LLC1450 EAST HICKMAN ROADWAUKEE, IOWA 50263PREPARED FOR:SCOTT POLITTESTIVERS FORD LINCOLN1450 EAST HICKMAN ROADWAUKEE, IOWA 50263ZONING:COMMERCIAL - (PD/C-1)BULK REGULATIONS: SETBACKS: FRONT = 30' REAR = 30' SIDE = NONEPARKING REQUIREMENTS:N/APARKING PROVIDED = 235 STALLSOPEN SPACE REQUIREMENTS:OPEN SPACE REQUIRED = 20.00% (22,015.69 SF)OPEN SPACE PROPOSED = 31.18% (34,319.58 SF)IMPERVIOUS SURFACE:EXISTING IMPERVIOUS SURFACE = 0 SFPROPOSE IMPERVIOUS SURFACE = 75,758.88 SFBENCHMARK:CP #9000:NE CORNER OF SE STONE RIDGE DRIVE & SE WACO PLACE3/4" IRON PIPE W/RPC N=588190.02E=1545997.53ELEV=1020.98'CP#9001:NE CORNER OF SE STONE RIDGE DRIVE & SE BRICK DRIVE3/4" IRON PIPE W/RPCN=588182.14E=1545278.84ELEV=1024.61'VICINITY MAPNOT TO SCALECOPYRIGHT 2017 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGN 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775SECTION CORNER - FOUND AS NOTEDDSCOHYDI
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVCOVER SHEETC0.1SHEET INDEX:C0.1COVER SHEETC0.2SITE SURVEYC1.1DEMO PLANC2.1LAYOUT PLANC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANC7.1SWPPPUTILITY CONFLICT NOTES:1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC.MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE.2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ONTHE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AN EXISTING UTILITY ANDPROPOSED CONSTRUCTIONWETLAND NOTES:1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT ISTHE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THEPROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OFCONSTRUCTION ACTIVITIES.SURVEY NOTES:1.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 7-27-2017. SEE SITE SURVEYPROVIDED AS PART OF THIS SET OF PLANS FOR EXISTING SITE CONDITIONS AND BOUNDARYINFORMATION.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND SUDAS STANDARD SPECIFICATIONS AND ANY AND ALLCITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THECONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THECONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESFOR STREETS AND HIGHWAYS."6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROMVARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOWDURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR ATTHE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THENPERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FORLABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERSREPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OFNATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THEEND OF EACH WORK DAY.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.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREASSHALL BE SODDED AND WATERED UNTIL ESTABLISHED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGNOFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PLANEL(S) AS PER A.D.A. REGULATIONS. PANELTYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALLHANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODESSHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.6.ALL DISTURBED AREAS THAT ARE NOT PAVED SHOULD BE SODDEDUTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND STORMSEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (DAVID BENTZ AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IFDETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVEBEEN RECTIFIED.4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BERAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TOREMAIN IN SERVICE.6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE IICONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.7.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.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. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETEDPRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION.10.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OFWAUKEE.13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.14.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.15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.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:1350 SE STONE RIDGE DRIVE
WAUKEE, IOWAMJWCJB1st SUBMITTAL 8-15-172nd SUBMITTAL 9-8-173rd SUBMITTAL 9-26-174TH SUBMITTAL 10-11-17FINAL SUB. 10-27-2017170359PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2017\170359 - STIVERS LOT EXPANSION\DWG\C0 COVER.DWG10/27/2017 12:40:14 PM UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTUTILITY MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN ENERGY / (888) 427-5632)2. STORM AND SANITARY (CITY OF WAUKEE / (515) 249-1212)3. GAS (CITY OF WAUKEE / (515) 249-1212)4. WATER (CITY OF WAUKEE / (515) 249-1212)C0.1, C1.1, C2.1, C3.1, C4.1, C6.1, & C7.1PROJECT MANAGER:JOSH BARBYNEUMANN BROTHERS1435 OHIO STREETDES MOINES, IOWA 50314BARBYJ@NEUMANNBROS.COM(515) 243-0156
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U/E CP #9000CP #9001WVWVWVWVHYDHYDTBM: ARROW ON HYDRANTELEV=1024.11WVWVTEX INTAKET/C=1017.00EX INTAKET/C=1017.02DEX STORM MHRIM=1020.92WVHYDTBM: ARROW ON HYDRANTELEV=1020.34WVHYDDEX STORM MHRIM=1017.76DEX STORM MHRIM=1022.35FL(S)=1018.45FL(W)=1018.40FL(E)=1018.25DEX STORM MHRIM=1018.16FL(W)=1012.96FL(SW)=1012.76FL(S)=1012.01FL(E)=1011.94DEX STORM MHRIM=1017.21FL(S)=1012.26FL(W)=1011.03FL(N)=1011.03EX INTAKET/C=1017.01FL(N,S)=1011.02EX INTAKET/C=1016.99EX INTAKET/C=1025.86EX INTAKET/C=1025.88DEX STORM MHRIM=1025.96FL(W)=1021.61FL(NE)=1020.86EX INTAKET/C=1025.94EX INTAKET/C=1025.84FL(E)=1021.78TESEX SAN MHRIM=1026.46INV(E,W)=1009.46ELECDEX STORM MHRIM=1024.91FL(SW)=1020.51FL(E)=1010.28HYDHYDTBM: BURY BOLTELEV=1024.184" TREE4" TREE4" TREE4" TREE4" TREE4" TREE4" TREE4" TREE4" TREEEX INTAKET/C=1021.42FL(W)=1016.97WVEX INTAKET/C=1024.77FL(E)=10021.37EX INTAKET/C=1024.77WVWVWVHYDSEX SAN MHRIM=1026.36EX 15" FESFL=1018.99WSOWVHYDWVWVWVHYDWVWSOSEX SAN MHRIM=1022.87INV(S)=1005.16INV(E,W)=1005.14SEX SAN MHRIM=1021.54INV(N,E,W)=1004.54EX 15" FESFL=1015.76WSOEX 15" FESFL=1013.83EX 48" FESFL=1016.98DEX STORM MHRIM=1021.96FL(S,N)=1016.56WVHYDSEX SAN MHRIM=1026.10INV(N,S)=1008.05SEX SAN MHRIM=1021.20INV(S)=1001.38INV(W)=1001.20INV(S)=1001.04DEX STORM MHRIM=1022.17FL(E)=1016.47FL(S)=1014.85FL(N)=1014.97EX INTAKET/C=1021.68FL(E)=1017.18FL(W)=1017.15SEX SAN MHRIM=1025.00INV(S)=1007.24INV(W)=UNKNOWNINV(N)=1005.17SEX STORM MHRIM=1024.81FL(S)=1016.70FL(N)=1016.41DEX STORM MHRIM=1024.89FL(N,S)=1019.16EX INTAKET/C=1024.82FL(E,W)=20.89EX INTAKET/C=1024.776" TREE6" TREE6" TREE6" TREE6" TREE6" TREE6" TREE6" TREE6" TREE6" TREE6" TREEEX 15" FESFL=1021.96EX 36" FESFL=1016.64WWWWWW W W W W W WWWWWWWWWWWW
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Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:LOTS 2-7
WILLIAMS POINTE PLAT 14
SITE SURVEYMJWLDH170359C0.2STIVERS FORD LINCOLNSITE SURVEYVICINITY MAPNOT TO SCALEM:\LAND PROJECTS 2017\170359 - STIVERS LOT EXPANSION\DWG\SITE SURVEY.DWG9/26/2017 8:33:14 AMIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:QUIT CLAIM DEED BOOK: 2015 PAGE: 20587LOTS 2, 3, 4, 5, 6 AND 7, IN WILLIAMS POINTE PLAT 14, ANOFFICIAL PLAT, NOW INCLUDED IN AND FORMING A PART OFTHE CITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND SUBJECT TO ALL EASEMENTS ANDENCUMBRANCES OF RECORD.SAID TRACT OF LAND CONTAINS 7.586 ACRES (330,430 SF)MORE OR LESS.ADDRESS:1350 SE STONE RIDGE DRIVEWAUKEE, IOWA 50263OWNER:STIVERS IOWA REAL ESTATE LLC1450 EAST HICKMAN ROADWAUKEE, IOWA 50263PREPARED FOR:SCOTT POLITTESTIVERS FORD LINCOLN1450 EAST HICKMAN ROADWAUKEE, IOWA 50263ZONING:COMMERCIAL - (C)SITE CONTROL AND BENCHMARKS:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONSDATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 12ACP #9000:NE CORNER OF SE STONE RIDGE DRIVE & SE WACO PLACE3/4" IRON PIPE W/RPC N=588190.02E=1545997.53ELEV=1020.98'CP#9001:NE CORNER OF SE STONE RIDGE DRIVE & SE BRICK DRIVE3/4" IRON PIPE W/RPCN=588182.14E=1545278.84ELEV=1024.61'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.FIELD WORK COMPLETED ON: 7-27-2017COPYRIGHT 2017 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTLEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGN 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDSECTION CORNER - FOUND AS NOTEDSITE CONTROL POINT - MONUMENT AS NOTEDDSCOHYD
I
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVC0.2GRAPHIC SCALE040204080SCALE: 1" =40'UTILITY MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN ENERGY / (888) 427-5632)2. STORM AND SANITARY (CITY OF WAUKEE / (515) 249-12123. GAS (MIDAMERICAN ENERGY / (888) 427-5632)4. WATER (CITY OF WAUKEE / (515) 249-1212)
WWWW W W W W W W U/EU/EU/EU/EU/EU/EU/EU/EU/E U/EU/EU/EU/EU/EU/EU/E
U/E U/E U/E U/E U/E U/E U/E
U/EW
U/E CP #9000CP #9001WVWVWVWVHYDHYDTBM: ARROW ON HYDRANTELEV=1024.11WVWVTEX INTAKET/C=1017.00EX INTAKET/C=1017.02DEX STORM MHRIM=1020.92WVHYDTBM: ARROW ON HYDRANTELEV=1020.34WVHYDDEX STORM MHRIM=1017.76DEX STORM MHRIM=1022.35FL(S)=1018.45FL(W)=1018.40FL(E)=1018.25DEX STORM MHRIM=1018.16FL(W)=1012.96FL(SW)=1012.76FL(S)=1012.01FL(E)=1011.94DEX STORM MHRIM=1017.21FL(S)=1012.26FL(W)=1011.03FL(N)=1011.03EX INTAKET/C=1017.01FL(N,S)=1011.02EX INTAKET/C=1016.99EX INTAKET/C=1025.86EX INTAKET/C=1025.88DEX STORM MHRIM=1025.96FL(W)=1021.61FL(NE)=1020.86EX INTAKET/C=1025.94EX INTAKET/C=1025.84FL(E)=1021.78TESEX SAN MHRIM=1026.46INV(E,W)=1009.46ELECDEX STORM MHRIM=1024.91FL(SW)=1020.51FL(E)=1010.28HYDHY
DTBM: BURY BOLTELEV=1024.184" TREE4" TREE4" TREE4" TREE4" TREE4" TREE4" TREE4" TREE4" TREEEX INTAKET/C=1021.42FL(W)=1016.97WVEX INTAKET/C=1024.77FL(E)=10021.37EX INTAKET/C=1024.77WVWVWVHYDSEX SAN MHRIM=1026.36EX 15" FESFL=1018.99WSOWVHYDWVWVWVHYDWVW
SOSEX SAN MHRIM=1022.87INV(S)=1005.16INV(E,W)=1005.14SEX SAN MHRIM=1021.54INV(N,E,W)=1004.54EX 15" FESFL=1015.76W
SOEX 15" FESFL=1013.83EX 48" FESFL=1016.98DEX STORM MHRIM=1021.96FL(S,N)=1016.56WVHYDSEX SAN MHRIM=1026.10INV(N,S)=1008.05SEX SAN MHRIM=1021.20INV(S)=1001.38INV(W)=1001.20INV(S)=1001.04DEX STORM MHRIM=1022.17FL(E)=1016.47FL(S)=1014.85FL(N)=1014.97EX INTAKET/C=1021.68FL(E)=1017.18FL(W)=1017.15SEX SAN MHRIM=1025.00INV(S)=1007.24INV(W)=UNKNOWNINV(N)=1005.17SEX STORM MHRIM=1024.81FL(S)=1016.70FL(N)=1016.41DEX STORM MHRIM=1024.89FL(N,S)=1019.16EX INTAKET/C=1024.82FL(E,W)=20.89EX INTAKET/C=1024.776" TREE6" TREE6" TREE6" TREE6" TREE6" TREE6" TREE6" TREE6" TREE6" TREE6" TREEEX 15" FESFL=1021.96EX 36" FESFL=1016.64WWWWWW W W W W W WWWWWWWWWWWW
ST42"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 10"SAN 10"SAN 10"
SAN 10"SAN 10"SAN 10"SAN10"SAN10"ST15"ST15"ST18"ST18"ST18"STST 42"ST 42"ST 42"ST 42"ST 42"ST36"ST36"ST36"ST36"ST15"10' PUE
BK. 2007 PG. 15339
30' PRIVATE INGRESS/EGRESS
EASEMENT
BK. 2007 PG. 15333 25' PUBLIC STORM SEWERAND OVERLANDFLOWAGE EASEMENTBK. 2007 PG. 1533715' PRIVATE STORMSEWER EASEMENTBK. 2007 PG. 1533617.5'15' PRIVATE WATER
MAIN EASEMENT
BK. 2007 PG. 15332 PRIVATE 15'STORM SEWER EASEMENTBK. 2007 PG. 1533623.83'N00°08'00"E7.46'ST48"ST48"ST48"30' PRIVATE
INGRESS/EGRESS
EASEMENT
BK. 2007 PG. 15333
65' PRIVATE OVERLAND
FLOWAGE AND DETENTION
EASEMENT
BK. 2007 PG. 15328 SE STONE RIDGE DRIVESE BRICK DRIVE
SE WACO PLACE
7.5' PUBLIC STORMSEWER EASEMENT
BK. 2007 PG. 153381.39'62.4'88.34'25' PRIVATE SANITARYSEWER EASEMENTBK. 2007 PG. 1533115'30' PRIVATEINGRESS/EGRESS EASEMENTBK. 2007 PG. 1533325' BUILDING SETBACK25' BUILDING SETBACKREGIONAL DETENTION POND100-YR HWEL = 1020.48LOT 2LOT 3LOT 4LOT 7LOT 6LOT 5SAN 10"
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4 55,044 SF55,098 SF54,960 SF55,119 SF55,169 SF55,067 SF15' PRIVATESTORM SEWEREASEMENTBK. 2007 PG. 1533610' PUEBK. 2007 PG. 15339REMOVE & REPLACEEX. SIDEWALK & RAMPSGRIND DOWNEX. CURBGRIND DOWNEX. CURBREMOVE EX.15" RCP FES69.95'59.94'ABANDON SAN. SERV.@ STRUCTURE PER CITY OFWAUKEE STANDARDSDEMO 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.DEMO PLANC1.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:1350 SE STONE RIDGE DRIVE
WAUKEE, IOWAMJWCJB1st SUBMITTAL 8-15-172nd SUBMITTAL 9-8-173rd SUBMITTAL 9-26-174TH SUBMITTAL 10-11-17FINAL SUB. 10-27-2017170359PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080M:\LAND PROJECTS 2017\170359 - STIVERS LOT EXPANSION\DWG\C1 DEMO.DWG10/27/2017 12:41:55 PM
3819'4138383835'4218'24'19'19'24'19'24'18'9'
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9'9'
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S00°06'27"E
35.00'MS89°40'04"E59.27'M
N00°06'27"WREGIONAL DETENTION POND100-YR HWEL = 1020.48WWWW W W W W W W U/EU/EU/EU/EU/EU/EU/EU/EU/E U/EU/EU/EU/EU/EU/EU/E
U/E U/E U/E U/E U/E U/E U/E
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ST42"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 10"SAN 10"SAN 10"
SAN 10"SAN 10"SAN 10"SAN10"SAN10"ST15"ST15"ST18"ST18"ST18"STST 42"ST 42"ST 42"ST 42"ST 42"ST36"ST36"ST36"ST36"ST15"10' PUE
BK. 2007 PG. 15339
30' PRIVATE INGRESS/EGRESS
EASEMENT
BK. 2007 PG. 15333 25' PUBLIC STORM SEWERAND OVERLANDFLOWAGE EASEMENTBK. 2007 PG. 1533715' PRIVATE STORMSEWER EASEMENTBK. 2007 PG. 1533617.5'15' PRIVATE WATER
MAIN EASEMENT
BK. 2007 PG. 15332 PRIVATE 15'STORM SEWER EASEMENTBK. 2007 PG. 1533623.83'N00°08'00"E7.46'ST48"ST48"ST48"30' PRIVATEINGRESS/EGRESSEASEMENTBK. 2007 PG. 15333
65' PRIVATE OVERLAND
FLOWAGE AND DETENTION
EASEMENT
BK. 2007 PG. 15328 SE STONE RIDGE DRIVESE BRICK DRIVE
SE WACO PLACE
7.5' PUBLIC STORMSEWER EASEMENTBK. 2007 PG. 153381.39'62.4'88.34'25' PRIVATE SANITARYSEWER EASEMENTBK. 2007 PG. 1533115'30' PRIVATEINGRESS/EGRESS EASEMENTBK. 2007 PG. 15333LOT 2LOT 3LOT 4LOT 7LOT 6LOT 5SAN 10"
ST
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4 80' ROW70' ROW
100' ROW15' PRIVATESTORM SEWEREASEMENTBK. 2007 PG. 1533610' PUEBK. 2007 PG. 15339LAYOUT 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:1350 SE STONE RIDGE DRIVE
WAUKEE, IOWAMJWCJB1st SUBMITTAL 8-15-172nd SUBMITTAL 9-8-173rd SUBMITTAL 9-26-174TH SUBMITTAL 10-11-17FINAL SUB. 10-27-2017170359PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080M:\LAND PROJECTS 2017\170359 - STIVERS LOT EXPANSION\DWG\C2 LAYOUT.DWG10/27/2017 12:44:04 PM
1019.55T/C1019.05G1024.50T/C1024.00G1019.70T/C1019.20G1019.75T/C1019.25G1019.60T/C1019.10G1020.55T/C1020.05G1021.13T/C1020.63G1020.00T/C1019.50G1020.05T/C1019.55G1020.94T/C1020.44G1023.57T/C1023.07G1023.02T/C1022.52G1023.05T/C1022.55G1023.60T/C1023.10G1024.45T/C1023.95G1023.72T/C1023.22G1024.08T/C1023.581019.00T/C1018.50G1024.90T/C1024.40G1025.00T/C1024.50G1024.40T/C1023.90G1022.45T/C1021.95G1022.70T/C1022.20G1022.85T/C1022.35G1020.40T/C1019.90G1020.20T/C1019.70G1020.06T/C1019.56G1017.42±EX G1018.70T/C1018.20G1019.50T/C1019.00G1021.05T/C1020.55G1021.50T/C1021.00G1025.24T/C1024.74G1025.00T/C1024.50G1023.60T/C1023.10G1025.24EX±T/C1024.73EX±G1024.64EX± G1023.701017.41±EX±T/C1016.92EX±G1024.92EX±T/C1024.38EX±G1018.66±EX±T/C1018.21EX±G1022.12±EX E/W1022.00±EX E/W1.0%
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N00°06'27"W
1019.252.00%2.20%2.20%2.20%5.00%1024.70REGIONAL DETENTION POND100-YR HWEL = 1020.482.00%WWWW W W
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SAN 10"SAN 10"SAN 10"SAN10"SAN10"ST15"ST15"ST18"ST18"ST18"STST 42"ST 42"ST 42"ST 42"ST 42"ST36"ST36"ST36"ST36"ST15"10' PUE
BK. 2007 PG. 15339
30' PRIVATE INGRESS/EGRESS
EASEMENT
BK. 2007 PG. 15333 25' PUBLIC STORM SEWERAND OVERLANDFLOWAGE EASEMENTBK. 2007 PG. 1533715' PRIVATE STORMSEWER EASEMENTBK. 2007 PG. 1533617.5'15' PRIVATE WATER
MAIN EASEMENT
BK. 2007 PG. 15332 PRIVATE 15'STORM SEWER EASEMENTBK. 2007 PG. 1533623.83'N00°08'00"E7.46'ST48"ST48"ST48"30' PRIVATE
INGRESS/EGRESS
EASEMENT
BK. 2007 PG. 15333
65' PRIVATE OVERLAND
FLOWAGE AND DETENTION
EASEMENT
BK. 2007 PG. 15328 SE STONE RIDGE DRIVESE BRICK DRIVE
SE WACO PLACE
7.5' PUBLIC STORM
SEWER EASEMENT
BK. 2007 PG. 153381.39'62.4'88.34'25' PRIVATE SANITARYSEWER EASEMENTBK. 2007 PG. 1533115'30' PRIVATEINGRESS/EGRESS EASEMENTBK. 2007 PG. 15333LOT 2LOT 3LOT 4LOT 7LOT 6LOT 5SAN 10"
ST
42"℄℄℄℄SAN8"SAN 8"
W
ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"10281027102610251024
10231022102110311030102910281027102510
23
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8
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15' PRIVATESTORM SEWEREASEMENTBK. 2007 PG. 1533610' PUEBK. 2007 PG. 153391019.16T/C1018.66G1019.24T/C1018.74G1019.24E/W1019.16E/W6.25%6.25%1.50%1.50%1.50%1017.91T/C1017.41G1017.99E/W1018.07E/W1017.99T/C1017.49G1017.99E/W1017.91E/W6.25%6.25%1.50%
1.50%
1.50%1.50%1.50%1.50%1020.93 E/W1021.01 E/W1019.81±EX G1020.06±EX G1020.85 E/W1020.93 E/W8.04%0.80%8.05%
1.50%
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℄1026.23±EX E/W1026.12±EX E/W1026.23T/C1025.73G1026.23±E/W1026.11±E/W1026.11T/C1025.61G6.25%1.20%0.05%
6.25%0.20%1.20%1.10%1.20%1026.22±EX E/W1026.10±EX E/W1026.10T/C1025.60G1026.22T/C1025.72G0.20%1.80%6.25%
1.50%6.25%1.20%1.20%1026.21±EX E/W5'1026.03±EX E/W1.20%TOPSOIL NOTES:1.THECITY OF WAUKEE UTILIZES SUDAS SECTION 2010 FOR ON-SITE TOPSOILREQUIREMENTS.2.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.3.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.4.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:1350 SE STONE RIDGE DRIVE
WAUKEE, IOWAMJWCJB1st SUBMITTAL 8-15-172nd SUBMITTAL 9-8-173rd SUBMITTAL 9-26-174TH SUBMITTAL 10-11-17FINAL SUB. 10-27-2017170359PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080GRADING LEGEND:EXISTING CONTOURPROPOSED CONTOURFINISHED GROUND ELEVATIONTOP OF CURB ELEVATIONGUTTER ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONEDGE OF WALK ELEVATIONTOP OF STAIR ELEVATIONBOTTOM OF STAIR ELEVATIONNOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHEDGROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.150.50E/W150.50B/W150.50T/W150.50G150.50T/C150.50150150150.50T/S150.50B/SM:\LAND PROJECTS 2017\170359 - STIVERS LOT EXPANSION\DWG\C3 GRADING.DWG10/27/2017 1:19:14 PM
ADA RAMP GRADING DETAILSRAMP 1RAMP 2RAMPS 3 & 4RAMP 5RAMP 6SCALE = 1:10SCALE = 1:10SCALE = 1:20SCALE = 1:10SCALE = 1:10CATASTROPHIC OVERFLOW ROUTEIS TO OUTFALL INTO THE PUBLIC STREETVIA THE DRIVE APPROACH AND THENCE TO THE PUBLIC STORMWATER NETWORKCATASTROPHIC OVERFLOW ROUTEIS OVERTOPPING THE PROPOSEDCURB INTO THE EXISTING REGIONALDETENTION POND.
STORM STRUCTURE #1SW-505T/C=1019.00GUT=1018.50FL(N)=1014.80100YR HWEL=1019.11STORM STRUCTURE #2SW-505T/C=1022.45GUT=1021.95FL(S)=1017.00100YR HWEL=1022.3028 LF 15" RCP
@ S=4.86%STORM STRUCTURE #318" FESFL=1016.6027LF 18" RCP@ S=1.5%CONNECT TO EX15" RCPRAISE/LOWER RIMAS NEEDEDINSTALL 25± TONSCLASS D RIP RAPMINIMUM DIMENSIONST = 1.5', L = 10', W = 12'(SEE DETAIL C7.1)PROP. 35'INGRESS/EGRESSEASEMENT59.01'M
S00°06'27"E
35.00'MS89°40'04"E59.27'M
N00°06'27"WPOINT DISCHARGEFOR STORMWATERPOINT DISCHARGEFOR STORMWATER**100YR POND ELEV.= 1016.71**WWWW W W W W W W U/EU/EU/EU/EU/EU/EU/EU/EU/E U/EU/EU/EU/EU/EU/EU/E
U/E U/E U/E U/E U/E U/E U/E
U/EW
U/E CP #9000CP #9001WVWVWVWVHYDHYDTBM: ARROW ON HYDRANTELEV=1024.11WVWVTEX INTAKET/C=1017.00EX INTAKET/C=1017.02DEX STORM MHRIM=1020.92WVHYDTBM: ARROW ON HYDRANTELEV=1020.34WVHYDDEX STORM MHRIM=1017.76DEX STORM MHRIM=1022.35FL(S)=1018.45FL(W)=1018.40FL(E)=1018.25DEX STORM MHRIM=1018.16FL(W)=1012.96FL(SW)=1012.76FL(S)=1012.01FL(E)=1011.94DEX STORM MHRIM=1017.21FL(S)=1012.26FL(W)=1011.03FL(N)=1011.03EX INTAKET/C=1017.01FL(N,S)=1011.02EX INTAKET/C=1016.99EX INTAKET/C=1025.86EX INTAKET/C=1025.88DEX STORM MHRIM=1025.96FL(W)=1021.61FL(NE)=1020.86EX INTAKET/C=1025.94EX INTAKET/C=1025.84FL(E)=1021.78TESEX SAN MHRIM=1026.46INV(E,W)=1009.46ELECDEX STORM MHRIM=1024.91FL(SW)=1020.51FL(E)=1010.28HYDHYDTBM: BURY BOLTELEV=1024.18EX INTAKET/C=1021.42FL(W)=1016.97WVEX INTAKET/C=1024.77FL(E)=10021.37EX INTAKET/C=1024.77WVWVWVHYDSEX SAN MHRIM=1026.36EX 15" FESFL=1018.99WSOWVHYDWVWVWVHYDWVWSOSEX SAN MHRIM=1022.87INV(S)=1005.16INV(E,W)=1005.14SEX SAN MHRIM=1021.54INV(N,E,W)=1004.54EX 15" FESFL=1015.76100YR HWEL = 1016.29WSOEX 48" FESFL=1016.98DEX STORM MHRIM=1021.96FL(S,N)=1016.56WVHYDSEX SAN MHRIM=1026.10INV(N,S)=1008.05SEX SAN MHRIM=1021.20INV(S)=1001.38INV(W)=1001.20INV(S)=1001.04DEX STORM MHRIM=1022.17FL(E)=1016.47FL(S)=1014.85FL(N)=1014.97EX INTAKET/C=1021.68FL(E)=1017.18FL(W)=1017.15SEX SAN MHRIM=1025.00INV(S)=1007.24INV(W)=UNKNOWNINV(N)=1005.17SEX STORM MHRIM=1024.81FL(S)=1016.70FL(N)=1016.41DEX STORM MHRIM=1024.89FL(N,S)=1019.16EX INTAKET/C=1024.82FL(E,W)=20.89EX INTAKET/C=1024.77EX 15" FESFL=1021.96EX 36" FESFL=1016.64WWWWWW W W W W W WWWWWWWWWWWW
ST42"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 10"SAN 10"SAN 10"
SAN10"SAN10"SAN10"SAN10"SAN10"ST15"ST15"ST18"ST18"ST18"STST 42"ST 42"ST 42"ST 42"ST 42"ST36"ST36"ST36"ST36"ST15"10' PUE
BK. 2007 PG. 15339
30' PRIVATE INGRESS/EGRESS
EASEMENT
BK. 2007 PG. 15333 25' PUBLIC STORM SEWERAND OVERLANDFLOWAGE EASEMENTBK. 2007 PG. 1533715' PRIVATE STORMSEWER EASEMENTBK. 2007 PG. 1533617.5'15' PRIVATE WATER
MAIN EASEMENT
BK. 2007 PG. 15332 PRIVATE 15'STORM SEWER EASEMENTBK. 2007 PG. 1533623.83'N00°08'00"E7.46'ST48"ST48"ST48"30' PRIVATEINGRESS/EGRESSEASEMENTBK. 2007 PG. 15333
65' PRIVATE OVERLAND
FLOWAGE AND DETENTION
EASEMENT
BK. 2007 PG. 15328 SE STONE RIDGE DRIVESE BRICK DRIVE
SE WACO PLACE
7.5' PUBLIC STORMSEWER EASEMENTBK. 2007 PG. 153381.39'62.4'88.34'25' PRIVATE SANITARYSEWER EASEMENTBK. 2007 PG. 1533115'30' PRIVATEINGRESS/EGRESS EASEMENTBK. 2007 PG. 1533325' BUILDING SETBACK25' BUILDING SETBACKREGIONAL DETENTION POND100-YR HWEL = 1020.48LOT 2LOT 3LOT 4LOT 7LOT 6LOT 5SAN 10"
ST
42"℄℄℄℄SAN8"SAN 8"
W
ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"EX 25 LF 15" RCP@ S=4.86%WIL
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4 55,044 SF55,098 SF54,960 SF55,119 SF55,169 SF55,067 SF15' PRIVATESTORM SEWEREASEMENTBK. 2007 PG. 1533610' PUEBK. 2007 PG. 15339UTILITY 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:1350 SE STONE RIDGE DRIVE
WAUKEE, IOWAMJWCJB1st SUBMITTAL 8-15-172nd SUBMITTAL 9-8-173rd SUBMITTAL 9-26-174TH SUBMITTAL 10-11-17FINAL SUB. 10-27-2017170359PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080M:\LAND PROJECTS 2017\170359 - STIVERS LOT EXPANSION\DWG\C4 UTILITY.DWG10/27/2017 1:12:45 PM
1026.23±EX E/W1026.22±EX E/W1026.12±EX E/W1026.10±EX E/W1026.23T/C1025.73G1026.23±E/W1026.11±E/W1026.11T/C1025.61G1026.10T/C1025.60G1026.22T/C1025.72G1019.16T/C1018.66G1020.93 E/W1021.01 E/W1019.81±EX G1020.06±EX G1020.85 E/W1020.93 E/W102
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1024102410241025 1019101910181018PROP. 35'INGRESS/EGRESSEASEMENT59.01'M
S00°06'27"E
35.00'MS89°40'04"E59.27'M
N00°06'27"W 6.25%6.25%1.50%
1.50%6.25%6.25%1.50%
1.50%
1.50%1.50%1.50%8.04%0.80%8.05%
1.50%
1.50%2.50% ± EX1019.95 E/W1020.10 E/W1.50%0.80%6.25%1.20%0.05%
6.25%0.20%1.20%1.10%0.20%1.80%6.25%
1.50%6.25%1.20%1.20%1021.09±EX T/C1020.70±EX G1021.45±EX T/C1020.92±EX G3.05% ±EX1020.79 E/W1020.93 E/W5'10.15'2.00%0.53%1.23%1026.21±EX E/W5'1026.03±EX E/W1.50%
1.50%1.20%1.20%U/EU/EU/EU/EU/E U/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E
U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E
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SAN10"SAN10"SAN10"SAN10"SAN10"ST18"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST36"ST36"ST36"ST36"ST36"ST15"BK. 2007 PG. 15339
30' PRIVATE INGRESS/EGRESS
EASEMENT
BK. 2007 PG. 15333 25' PUBLIC STORM SEWERAND OVERLANDFLOWAGE EASEMENTBK. 2007 PG. 1533715' PRIVATE STORMSEWER EASEMENTBK. 2007 PG. 1533617.5'15' PRIVATE WATER
MAIN EASEMENT
BK. 2007 PG. 15332
ST15"SE WACO PLACE LOT 4LOT 5SAN 10"℄℄W
ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"ST 36"1022102310241025102610261025
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3 15' PRIVATERB6GL6GL6AH3GB3ER2PD2AH3PD1GL6GB6GB1EDGINGSH2AL3SH4AL3GB2GB2GB1LANDSCAPE NOTES:1.ALL SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SEED ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SEED LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAYCHANGE BASED ON CONSTRUCTION ACTIVITIES.3.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.4.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1).5.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE.6.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT.IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.7.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED. DO NOTPLACE MULCH AROUND PLANTS WITHIN ROCK LANDSCAPE BEDS.8.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTOR SHALL ADJUST ANDMAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD.9.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE PROTECTION OF ALL EXISTING UTILITIES.10.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.11.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.12.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 3" THICK LAYER OF WASHED RIVERROCK (1.5" NOMINAL SIZE).13.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER ROCK IS INSTALLED.LANDSCAPE PLANC5.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:1350 SE STONE RIDGE DRIVE
WAUKEE, IOWAMJWCJB1st SUBMITTAL 8-15-172nd SUBMITTAL 9-8-173rd SUBMITTAL 9-26-174TH SUBMITTAL 10-11-17FINAL SUB. 10-27-2017170359PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH4" DEEP HARDWOOD MULCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PITSTAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.USE HOSE GUARDS AROUNDTRUNK ON STAKING WIRE. TIEWIRE TO STEEL POSTS PLACEDOUTSIDE PLANT PIT..LEAVE STAKES IN PLACE NO MORETHAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FORREMOVAL.DECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOIL4" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:M:\LAND PROJECTS 2017\170359 - STIVERS LOT EXPANSION\DWG\C5 LANDSCAPE.DWG10/27/2017 12:50:15 PM 3" ROCKGENERAL LANDSCAPE REQUIREMENTSTOTAL SQUARE FOOTAGE OF PROJECT AREA110,078 SFREQUIRED OPEN SPACE(20%)22,016 SFGENERAL OPEN SPACE REQUIREMENTTOTAL REQUIRED TREES (1 PER 1000 SF OF REQUIRED OPEN SPACE23 50% MUST BE OVER STORY TREES12 MINIMUMTOTAL REQUIRED SHRUBS (1 PER 1000 SF OF REQUIRED OPEN SPACE23INTERIOR PARKING REQUIREMENTTOTAL REQUIRED TREES (1 PER ISLAND)5 TOTAL PROPOSED 5PARKING PERIMETER (SE WACO PLACE)TOTAL LENGTH OF LOT394 LNFTTOTAL REQUIRED TREES (1 PER 40 LNFT)10PLANTING SCHEDULE
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1024102410241025 10191019101810181020PROP. 35'INGRESS/EGRESSEASEMENT59.01'M
S00°06'27"E
35.00'MS89°40'04"E59.27'M
N00°06'27"WDISTURBANCELIMIT
DISTURBANCELIMITBELOW GRADEINLET PROTECTION (TYP.)BELOW GRADEINLET PROTECTION (TYP.)BELOW GRADEINLET PROTECTION (TYP.)INSTALL 25± TONSCLASS D RIP RAPMINIMUM DIMENSIONST = 1.5', L = 10', W = 12'(SEE DETAIL THIS SHEET)BELOW GRADEINLET PROTECTION (TYP.)BELOW GRADEINLET PROTECTION (TYP.)**POINT DISCHARGE TOPUBLIC STORM WATER SYSTEMTHENCE WALNUT CREEK**REGIONAL DETENTION POND100-YR HWEL = 1020.48**POINT DISCHARGE TOREGIONAL DETENTION,ULTIMATE DISCHARGETO WALNUT CREEK**U/EU/EU/EU/EU/E U/EU/EU/EU/EU/EU/EU/E
U/E U/E U/E U/E U/E U/E U/E
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SAN 10"SAN 10"SAN 10"SAN10"SAN10"ST18"ST18"ST18"ST 42"ST 42"ST 42"ST 42"ST 42"ST36"ST36"ST36"ST36"ST15"10' PUE
BK. 2007 PG. 15339
30' PRIVATE INGRESS/EGRESS
EASEMENT
BK. 2007 PG. 15333 25' PUBLIC STORM SEWERAND OVERLANDFLOWAGE EASEMENTBK. 2007 PG. 1533715' PRIVATE STORMSEWER EASEMENTBK. 2007 PG. 1533617.5'15' PRIVATE WATER
MAIN EASEMENT
BK. 2007 PG. 15332 23.83'N00°08'00"E7.46'65' PRIVATE OVERLANDFLOWAGE AND DETENTIONEASEMENTBK. 2007 PG. 15328 SE STONE RIDGE DRIVESE WACO PLACE 25' PRIVATE SANITARYSEWER EASEMENTBK. 2007 PG. 1533115'30' PRIVATEINGRESS/EGRESS EASEMENTBK. 2007 PG. 15333LOT 3LOT 4LOT 6LOT 5SAN 10"℄℄℄SAN 8"
W
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3 15' PRIVATESTORM SEWEREASEMENTBK. 2007 PG. 153366SITESWPPPC7.1REFERENCE 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:1350 SE STONE RIDGE DRIVE
WAUKEE, IOWAMJWCJB1st SUBMITTAL 8-15-172nd SUBMITTAL 9-8-173rd SUBMITTAL 9-26-174TH SUBMITTAL 10-11-17FINAL SUB. 10-27-2017170359PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE040204080PROPERTY DESCRIPTION:QUIT CLAIM DEED BOOK: 2015 PAGE: 20587LOT 4 AND 5, IN WILLIAMS POINT PLAT 14, AN OFFICIAL PLAT, NOW INCLUDED IN AND FORMING A PART OFTHE CITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND SUBJECT TO ALL EASEMENTS AND ENCUMBRANCES OF RECORD.SAID TRACT OF LAND CONTAINS 2.53 ACRES MORE OR LESS.ADDRESS:1350 SE STONE RIDGE DRIVEWAUKEE, IOWA 50263OWNER:STIVERS IOWA REAL ESTATE LLC1450 EAST HICKMAN ROADWAUKEE, IOWA 50263BENCHMARK:CP #9000:NE CORNER OF SE STONE RIDGE DRIVE & SE WACO PLACE3/4" IRON PIPE W/RPC N=588190.02E=1545997.53ELEV=1020.98'CP#9001:NE CORNER OF SE STONE RIDGE DRIVE & SE BRICK DRIVE3/4" IRON PIPE W/RPCN=588182.14E=1545278.84ELEV=1024.61'LIMIT OF DISTURBANCE CALCULATION:TOTAL DISTURBANCE AREA = 145,910SF (3.35 ACRES)STORM 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 NPDES GENERAL PERMIT NO. 2 DURING ALLCONCRETE WORK. REFERENCE SUDAS 11050 FOR WASHOUTSPECIFICATIONS.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 RISERSIGNDSCOHYD
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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 BAGRIP RAP @ FES OUTFALL DETAILNOT TO SCALEM:\LAND PROJECTS 2017\170359 - STIVERS LOT EXPANSION\DWG\C7 SWPPP.DWG10/27/2017 12:38:23 PM
SEDIMENT CONTROL SCHEDULE:1.NOTE: SCHEDULE FOR BID ONLY. ACTUAL SITE CONDITIONS WILL DICTATEQUANTITIES AS THE SWPPP IS A LIVING DOCUMENTSILT FENCE/WATTLE= 1,500LFBELOW GRADE INTAKE BASKETS= 7CONSTRUCTION ENTRANCE RIP RAP= MIN 125 TONSFES OUTFALL RIP RAP= MIN. 25 TONSSOD= APPROX. 30,000 SFTEMP. STABALIZATION -MULCH OR TYPE 4 SUDAS SEED/MULCH= APPROX 30,000 SF