HomeMy WebLinkAbout2018-10-01-J08 Stone Prairie Plat 4 Phase 2_Site PlanAGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: October 1, 2018
AGENDA ITEM:Consideration of approval of a resolution approving a site plan for Stone
Prairie Plat 4 Phase 2 (2335 SE L.A. Grant Parkway)
FORMAT:Resolution
SYNOPSIS INCLUDING PRO & CON: M & J Realty, LLC, and Primus Construction, request
approval of a site plan to allow for the construction of one, single-story dental
office building. The site plan identifies the proposed building as being 6,000
square feet in area. The subject property is located south of SE Westown
Parkway and west of SE L.A. Grant Parkway.
The applicant has provided elevations for the 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:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed this project at the September 11, 2018 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval of a Site Plan for Stone Prairie Plat 4 Phase 2 (2335 SE LA Grant Parkway)
City Planner, Melissa DeBoer, introduced the request made by MJ Realty, LLC for the approval of a
site plan for one dentist office building. The subject property is located at the southwest corner of SE
Westown Parkway and SE LA Grant parkway, and contains approximately 3.5 acres. This is phase 2
of the development and contains the construction of a single story dentist building approximately 6000
square feet in size. The Site Plan also indicates a trash enclosure located at the northwest corner of the
parking lot and a monument sign shown at the northeast corner of the site.
Mrs. DeBoer advised one new access will be provided off of SE Westown Parkway. The pre-existing
access off of SE Wildflower DR for Phase 1 will also provide access into the subject property. A ten
foot train will be installed along the south side of SE Westown Parkway for future trail connections to
the west with six foot wide sidewalks proposed to provide a pedestrian connection into the site from
the trail. Other sidewalks are proposed interior to the site. All public utilities will be extended to the
site and storm water will be collected in an underground storm water detention facility located within
the western portion of the parking lot. All landscaping, parking, open space, and lighting requirements
have been met at this time.
Staff recommends approval of the Site Plan for Stone Prairie Plat 4 Phase 2 subject to any remaining
staff comments.
J8
Commissioner Tietz questioned about the green space to the north and south of the parking lot.
Mrs. DeBoer advised those were areas for future development. Commissioner Broderick
responded that the amount of parking made sense if there was to be future development.
Commissioner Hoifeldt moved to approve a Site Plan for Stone Prairie Plat 4 Phase 2 (2335 SE LA
Grant Parkway) subject to any staff comments. Commissioner Broderick seconded the motion. Ayes:
Sandie, Tietz, Broderick, and Hoifeldt. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: All staff comments have been addressed. The site plan and
building elevations comply with all applicable ordinances and policies.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY:Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 18-
APPROVING THE SITE PLAN FOR STONE PRAIRIE PLAT 4 PHASE 2 (2335 SE L.A.
GRANT PARKWAY)
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 Stone Prairie Plat 4 Phase 2, subject to remaining staff comments on September
11, 2018; AND,
WHEREAS, the Site Plan for Stone Prairie Plat 4 Phase 2 is in general conformance with §304
– Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Stone Prairie Plat 4 Phase 2 is in general conformance with
§301.27(A) – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 1st day of October, 2018 that the Site Plan for Stone Prairie Plat 4 Phase 2 is approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Courtney Clarke
Shelly Hughes
Larry R. Lyon
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Stone Prairie Plat 4 Phase 2 – Site
Plan
PREPARED BY: Melissa DeBoer, AICP – Planner II
REPORT DATE: September 6, 2018
MEETING DATE: September 11, 2018
GENERAL INFORMATION
Owner: M&J Realty, LLC
Developer:
Primus Construction
Project Manager: Chuck Bishop, P.E., Bishop Engineering
Request: The applicant is requesting approval of a site plan
for one dentist office building.
Location and Size: Property is located at the southwest corner of SE
Westown Parkway and SE LA Grant Parkway,
containing approximately 3.5 acres.
Property Address: 2335 SE LA Grant Parkway
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
September 7, 2018
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Neighborhood Residential C-1A (Neighborhood
Commercial District)
North Existing Residential Neighborhood Residential C-1A (Neighborhood
Commercial District)
South Timberline Ridge Townhomes
Neighborhood Residential R-4 (Row Dwelling and
Townhome District)
East Waukee South Middle
School
Neighborhood Residential A-1 (Agricultural District)
West Timberline Ridge Townhomes Neighborhood Residential R-4 (Row Dwelling and
Townhome District)
BACKGROUND
A site plan for Phase 1 of Stone Prairie Plat 4 was approved in the fall of 2016. This included the existing
orthodontist office building located immediately south of the building proposed with this request and the
existing parking lot. There are available spaces throughout the site for future building development.
PROJECT DESCRIPTION
The project involves the construction of one single-story dentist office building. The building is proposed to be
6,000 square feet in area.
One trash enclosure is proposed with this project. The proposed trash enclosure will be located at the
northwest corner of the parking lot. One trash enclosure exists at the southwest corner of the parking lot
and was approved with the Phase 1 site plan. A monument sign is shown to be located at the northeast corner
of the site, near the intersection of SE Westown Parkway and SE LA Grant Parkway.
ACCESS AND PARKING
One new access will be provided to this site, located off of SE Westown Parkway. The existing access off of SE
Wildflower Dr for Phase 1 will also provide access into the proposed site.
A total of 75 parking spaces are required for this site (including both Phase 1 and Phase 2 areas); this includes
3 spaces per 1,000 square feet of office area. The total amount of parking proposed is 125 spaces, including 8
accessible parking spaces (of the 125 spaces, 27 spaces were installed with the Phase 1 improvements). The
proposed site plan meets the parking requirements of the ordinance.
SIDEWALKS/TRAILS
A ten foot wide trail will be installed along the south side of SE Westown Parkway in order to provide future
trail connections to the west. A ten foot wide trail has already been installed along the west side of SE LA
Grant Parkway with previous improvements. A ten foot wide trail also exists on the south side of Phase 1 of
Stone Prairie Plat 4. A six foot wide sidewalk is proposed to provide a pedestrian connection into the site
from the trail along SE Westown Parkway at the north end of the site. Several sidewalks are proposed interior
to the site in order to provide pedestrian connections throughout the parking lot and to the buildings.
September 7, 2018
3 of 3
UTILITIES
This site will be serviced with public water brought in from the main along SE LA Grant Parkway. Sanitary
sewer will be provided through a private main brought up from the south from Phase 1 of Stone Prairie Plat 4.
This private sanitary sewer main will be extended up to the north through this site and across SE Westown
Parkway for future development on the property to the north of the subject site. Storm water will be
collected in an underground storm water detention facility, located within the western portion of the parking
lot.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 48%. The required 30 foot landscape buffer is provided along the west side of the property in
order to provide a buffer between the residential to the west. The required 25 foot landscape buffer is
provided along the east side of the site along SE LA Grant Parkway, along the proposed building. A future 25
foot landscape buffer will be provided along SE Westown Parkway with future building development. The
applicant has provided the required amount of plantings per the landscaping ordinance.
ELEVATIONS
The elevations of the building are proposed to be constructed of masonry, Nichiha panels, EIFS, aluminum
composite panels, and an aluminum storefront system. The proposed trash enclosure will be constructed of
masonry and Nichiha panels to match the building.
MISCELLANEOUS:
The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the
lighting requirements of the Site Plan Ordinance.
The applicant has also submitted plans for public improvements that include extending the right turn lane on SE
Westown Parkway, to turn south onto SE LA Grant Parkway. These improvements also include additional
pavement markings within SE Westown Parkway to include a solid lane line and a right turn arrow.
STAFF RECOMMENDATION
Staff recommends approval of the site plan for Stone Prairie Plat 4 Phase 2 subject to remaining staff
comments.
SITESTONE PRAIRIE PLAT 4 - PHASE 2SITE IMPROVEMENT PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.VICINITY MAPNOT TO SCALECOPYRIGHT 2018 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 SHEETC0.1SHEET INDEX:C0.1COVER SHEETC1.1EXIST. CONDITIONS/DEMO PLANC2.1LAYOUT PLANC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANC6.1DETAILS SHEETC6.2STORMTECH DETAILSC7.1SWPPP(REF. PUBLIC IMPROVEMENT PLANS FORSE WESTOWN PKWY IMPROVEMENTS)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:STONE PRAIRIE PLAT 4 - PHASE 2
SITE IMPROVEMENT PLANEWM160359130452CJB07-19-18 CITY SUBMITTAL08-14-18 CITY SUBMITTAL08-24-18 CITY SUBMITTAL09-07-18 CITY SUBMITTAL180104M:\LAND PROJECTS 2018\180104\DWG\C0 COVER.DWG9/6/2018 7:02:41 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.PROPERTY DESCRIPTION:LOTS 1 & 2 IN STONE PRAIRIE PLAT 4, AN OFFICIAL PLAT IN THE CITYOF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANYAND ALL EASEMENTS OF RECORD.SITE AREA:152,530 S.F (3.50 ACRES) MORE OR LESSADDRESS:2335 & 2355 SE LA GRANT PARKWAYWAUKEE, IOWA 50263OWNER:M&J REALTY, LLC5429 BOULDER DRIVEWEST DES MOINES, IA 50265PREPARED FOR:PRIMUS CONSTRUCTIONCONTACT: JASON DREWELOW401 8TH AVENUE, SECEDAR RAPIDS, IA 52401PH: (877)947-7757ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING:C-1A NEIGHBORHOOD COMMERCIAL DISTRICTSETBACKS: FRONT = 30 FEET SIDE = NONE, EXCEPT ADJACENT RESIDENTIAL THEN 15' REAR = 30 FEETBUILDING INFORMATION:PROPOSED BUILDING USE = DENTAL OFFICEESTIMATED EMPLOYEES = 12-14PROPOSED BUILDING HEIGHT = 21'-0"BUILDING CONSTRUCTION = WOOD FRAME (5B)PARKING REQUIREMENTS:REQUIRED PARKING OFFICE (3 PER 1,000 SF @ 24,962 SF) = 75 STALLS (INCL. 5 ADA) PROPOSED PARKING = 125 STALLS (INCL. 8 ADA)OPEN SPACE / IMPERVIOUS AREA:LOT 1TOTAL LOT AREA = 68,289 SF = 1.57 ACRESMIN. OPEN SPACE = 13,658 SF (20.0%)EXISTING OPEN SPACE = 51,603 SF (75.6%)EXISTING IMPERVIOUS = 16,686 SF (24.4%)PROPOSED OPEN SPACE = 33,242 SF (48.7%)PROPOSED IMPERVIOUS = 35,047 SF (51.3%)(INCL. FUTURE BUILDING)LOT 2TOTAL LOT AREA = 84,241 SF = 1.93 ACRESMIN. OPEN SPACE = 16,849 SF (20.0%)EXISTING OPEN SPACE = 84,241 SF (100.0%)EXISTING IMPERVIOUS = 0 SF (0.0%)PROPOSED OPEN SPACE = 40,529 SF (48.1%)PROPOSED IMPERVIOUS = 43,712 SF (51.9%)(INCL.FUTURE BUILDING)BENCHMARK:MAG NAIL IN WALK LOCATED 45.13' EAST OF ℄ SE LA GRANT PKWY &112.25' SE OF ℄ SE LA GRANT & ℄ SE WESTOWN PKWY.ELEVATION = 1035.61 (CITY OF WAUKEE DATUM)UTILITY CONFLICT NOTES:1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC.MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE.2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ONTHE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AND EXISTING UTILITY ANDPROPOSED CONSTRUCTIONWETLAND NOTES:1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT ISTHE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THEPROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OFCONSTRUCTION ACTIVITIES.SURVEY NOTES:1.ALL CONSTRUCTION STAKING INCLUDING PEDESTRIAN FACILITIES SHALL BE COMPLETEDUNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDASSTANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIEDBY 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 ATTHE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANSSHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILLBE FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS."6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TOTRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THATARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDINGFOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, ORFACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BEPROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HASBEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLESOF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FORPUBLIC 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 WITHOWNER OR OWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OFNATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS,CITY OF WAUKEE COSESCO PERMIT, AND IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULTOF CONSTRUCTION, AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENTPROPERTY OR RIGHT OF WAY UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTEAREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.17.ALL CONSTRUCTION WITHIN CITY RIGHT-OF-WAY, EASEMENTS, OR ANY CONNECTION TO PUBLIC UTILITIES THE CONTRACTOR SHALLNOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT ONE WEEK PRIOR TO CONSTRUCTION.18.ANY CHANGES PROPOSED TO THE PLAN SET DURING CONSTRUCTION SHALL RECEIVE WRITTEN APPROVAL FROM THE WAUKEEDEVELOPMENT SERVICES DEPARTMENT.19.CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITINGFROM THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.20.PROPOSED BUILDING OR MONUMENT SIGNAGE WILL REQUIRE A SIGN PERMIT AND ARE TO BE REVIEWED AND APPROVED BY THE WAUKEEDEVELOPMENT SERVICES DEPARTMENT.21.THE CONTRACTOR IS RESPONSIBLE FOR SETTING UP A PRE-CONSTRUCTION MEETING WITH THE WAUKEE ENGINEERING DEPARTMENTONE (1) WEEK PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING.22.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT OF ANY PLANNED WEEKENDOR HOLIDAY WORK 48 HOURS PRIOR TO SAID WORK COMMENCING.23.ALL OFFSITE ESTABLISHED LAWNS & PUBLIC RIGHT-OF-WAY DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED WITH SODAND WATERED UNTIL ESTABLISHED.24.TESTING SHALL BE COMPLETED MEETING CITY OF WAUKEE SPECIFICATIONS AND SHALL BE WITNESSED BY THE CITY OF WAUKEEENGINEERING DEPARTMENT.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THEPAVING AS POSSIBLE. ALL AREAS SHALL BE SODDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THECURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVEDSOILS ENGINEER MUST SIGN OFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PLANEL(S) ASPER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKINGSIGNAGE IS REQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THEPLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A.CODES ARE MET.6.CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAS OF PAVEMENT OR SIDEWALK NOT TO BE REMOVED THAT IS DAMAGED DUE TOOPERATING EQUIPMENT ON THE PAVEMENT OR SIDEWALK. PAVEMENT REPLACEMENT SHALL COMPLY WITH WAUKEE STANDARDSPECIFICATIONS FOR PUBLIC IMPROVEMENTS.FIRE NOTES:1.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION OF THE BUILDING COMMENCES. THE FIREAPPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF THE IFC SECTION 503.2 AND SHALL EXTEND TO WITHIN 100 FEETOF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASUREDBY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FORREFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH ANDLOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATEDWITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND STORM SEWER. CONTRACTORSHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (CHUCK BISHOP AT515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADEDINCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPOSURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING ANDPROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED ORLOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARYADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED,REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE, ANDSHOULD BE NOTED ON ALL AS-BUILTS..6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND HAVE A 3FOOT WIDE CLAY WATER STOP AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIEDWITH RF-14 TYPE II CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASHGUARD.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 THE WATERMAIN WITH 18" OFCOMPACTED 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 COMPLETED PRIOR TO PAVING UNLESSOTHERWISE 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 TOWATERMAIN CONSTRUCTION.12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED.THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE.13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERYHYDRANT.14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT)ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHENTHE BAGS CAN BE REMOVED.15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.16.ALL FIRE HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS.17.CONNECTIONS FOR EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED AND USE A LINKSEAL.18.CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEEENGINEERING DEPARTMENT.19.ALL UTILITIES SHALL BE INSTALLED AND TESTED PER THE WAUKEE STANDARD SPECIFICATIONSFOR PUBLIC IMPROVEMENTS.20.ALL SANITARY AND STORM SEWER PIPES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING.THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL CLEANING ANDTELEVISING. THE CONTRACTOR SHALL PROVIDE A HARD COPY OF THE REPORT AND VIDEO TOTHE CITY OF WAUKEE ENGINEERING DEPARTMENT.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGN 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775SECTION CORNER - FOUND AS NOTEDDSCOHYD
I
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWEST
DEX STORM MHRIM=1034.29FL (E)=1031.31EX DBL INTAKET/C=1034.15EX DBL INTAKET/C=1034.54DEX STORM MHRIM=1035.25FL (NE)=1028.40FL (N)=1028.20FL (W)=1028.10FL (S)=1028.05EX INTAKET/C=1033.62FL (E)=1029.12EX INTAKET/C=1033.76FL (W)=1028.86FL (E)=1028.81DEX STORM MHRIM=1033.71FL (NW)=1029.26FL (E)=1029.21EX INTAKET/C=1033.60FL (S)=1029.28EX INTAKET/C=1033.24FL (N)=1029.42DEX STORM MHRIM=1033.29FL (N)=1025.64FL (S)=1025.54SEX SAN MHRIM=1034.49INV (N)=1022.17INV (W)=1022.11DEX STORM MHRIM=1033.65FL (N)=1029.05FL (W)=1028.94DEX STORM MHRIM=1032.23SEX SAN MHRIM=1032.45INV (E)=1016.76INV =1014.70EX 15" RCP FESFL=1029.32EX 15" RCP FESFL=1031.94RESTRICTOR PLATE W/5.0" DIA. OPENINGWVWVWVWVCOCOHYDTBM #3: ARROW ON HYDRANTELEV=1036.32TWVHYDTBM #1: ARROWON HYDRANTELEV=1040.37THYDTBM: ARROW ON HYDRANTELEV=1037.53WVTWVHYDTBM #2: ARROW ON HYDRANTELEV=1036.95HYD
TBM: ARROW ON HYDRANTELEV=1036.01ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/EO/EST15"ST 15"ST15"ST15"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"20' STORM SEWEREASEMENTBK 2010 PG106418
"SAN8"SAN8"30' BUILDING SETBACK& LANDSCAPE BUFFER10' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064330' BUILDING SETBACK
25' LANDSCAPEEASEMENTBK 2010 PG 10644ROADWAY EASEMENTBK 2010 PG 1064030' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELETELETELE70' ROW
50' ROW50' ROWPT. GOV'T LOT 9SEC. 5-78-26OWNER: RANDOLPH H. & KATHY L. ALLISONZONED: A-1PT. GOV'T LOT 9SEC. 5-78-26OWNER: WILLIAM J. HERMAN, JR.ZONED: A-133' ROW50' ROW12345192021222324161718SAN8"SAN8"ST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST1
5
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5
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S
T
24
"(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)25' LANDSCAPEEASEMENTBK 2010 PG 10644TIMBERLINE RIDGE PLAT 1OWNER: HALE DEVELOPMENT COZONED: R-420' SAN. SEWEREASEMENTBK 2010 PG 1064210' PUEBK 2010PG 1063810'
OVERLANDFLOWAGE EASEMENTBK 2010
PG
1064315' STORM SEWEREASEMENTBK 2010 PG1064115' BUILDING SETBACKEX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/EHYD
G30' LANDSCAPE
BUFFERLOT 1STONE PRAIRIE PLAT 468,289 S.F.1.57 ACRESLOT 2STONE PRAIRIE PLAT 484,241 S.F.1.93 ACRES10' OVERLANDFLOWAGE EASEMENTBK 2010 PG
1064330' LANDSCAPE BUFFER30' PR
IVATE
SAN
.SEWER EASEMENTBK 2017
,
PG
512425'
INGRESS
-EGRESSEASEMENTBK 2017
,
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512425' INGRESS-EGRESSEASEMENTBK 2017, PG 5124STORM WATER MANAGEMENTFACILITIES MAINTENANCEEASEMENTBBK 2017, PG 5124EXISTINGDENTAL OFFICE3,562 S.F.FF=1036.75(MPE=1036.00)TEX DOWNSPOUT W/SPLASH PAD, TYP.U/EGGGGGMW2"SAN6"SAN6"COEX SAN CORIM=1035.35INV(N,W)=1027.00SA
N
6"INV(6")=1027.94EX SAN MHRIM=1035.35INV(NW,NE)=1023.05INV(S)=1022.85NEW SAN MH #2SW-301 MHRIM=1034.50INV(SE)=1024.45HYD
ST4"ST4"ST4"ST4"FL=1033.30FL=1033.00W SOW6"W6"SSAN
8"SAN8"SAN8"SEX. DETENTION BASIN100-YR HWL=1034.20FREEBOARD=1035.00103410351035 103510361035103610371
0
3
6
10
3
51036103510341033103510391037103510401040103410341040104010391035103510341033103510321032103310331033103210321033103510361037
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0
3
3 10311031103410
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5
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3
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17.3'20.5'5.0'EX. 6" CONC. PAVEMENT1033O/EO/EO/EO/EGGGGGGGGGG GGGST6"ST6"ST6"ST6"ST6"CO1036
1
0
3
3
10
3
2
1
0
3
2
10
3
4
S
T
1
5
"ST15"10321
0
3
3
(REF. PUBLIC IMPROVEMENT PLANSFOR SE WESTOWN PARKWAY REMOVAL)(REF. PUBLIC IMPROVEMENT PLANSFOR RELOCATION OF EX. PUBLIC UTILITIES)EXIST. CONDITOINS/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:STONE PRAIRIE PLAT 4 - PHASE 2
SITE IMPROVEMENT PLANEWM160359130452CJB07-19-18 CITY SUBMITTAL08-14-18 CITY SUBMITTAL08-24-18 CITY SUBMITTAL09-07-18 CITY SUBMITTAL180104GRAPHIC SCALE030153060M:\LAND PROJECTS 2018\180104\DWG\C1 DEMO.DWG9/6/2018 7:02:53 AM DEMO 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.
FUTURE BUILDING6,000 SFFF=1037.00(MPE=1036.25)TRASHENCLOSURE(REF. ARCH.)TURNED DOWN WALKNEW PAVEMENTW/ 6" CURB(REF. DETAIL C6.1)ADA RAMPADA SIGNMONUMENT SIGN(REF. ARCH.)FUTURE BUILDING9,400 SFFF=1037.00(MPE=1036.25)1476PROPOSED BUILDING6,000 SFFF=1037.00(MPE=1036.25)15'12'7" PCC12'51011915689889TURNED DOWN WALKTURNED DOWN WALKTURNED DOWN WALKNEW 6" PCC TRAILNEW 6" PCC TRAILNEW PAVEMENTW/ 6" CURB(REF. DETAIL C6.1)NEW PAVEMENTW/ 6" CURB(REF. DETAIL C6.1)ADA RAMPADA SIGNADA RAMPADA SIGNADA RAMPADA RAMPADA RAMPW/ DET.PANELSREF. PUBLIC IMPROVEMENTPLANS FOR SE WESTOWNPARKWAY IMPROVEMENTSR4'R
4
'R4'R4
'R4'R12.
5
'R4'R1
0
'R10'R12'R12'
R4'R4'R4'R4
'R3'R3'
R4
'R4'R4'R12'R4'R4'R4'R4'R4'
R4'24'84'18'6'18'9'18'24'19'24'18'6'6'TURNED DOWN WALK9'9'9'9'18'24'6'30'18'6'5'9'5'32.5'31'32.5'10.03'81.35'10'10'R26.7'10.93'6'30.02
'30.17
'30.02
'30.61
'18'24'18'6'18'6'9'
R4'R3'30.03
'DSCOH Y DPROPOSED 30
'PRIVATE
SAN
ITARYSEWER EASEMENTDDU/EU/EU/EGGGGTGM31'31'PROPOSED PR
IVATESTORM WATERMANAGEMENT FAC
IL
IT
IESMAINTENANCE
EASEMENTNEW LIGHT POLE, TYP.(REF. LIGHTING PLAN)12.0'1.0'54.0'10.4'1.5'8.7'1.5'79.9'63.0'27.0'3.0'14.0'2.0'4.0'2.0'14.0'3.0'28.0'3.0'2.0'1.0'9.0'1.0'2.0'SUDAS PCCDRIVEWAY, TYPE A(COORD. INSTALLW/ PUBLIC PLANS)R30'R
3
0
'PROPOSED10' PUEPROPOSED10' PUER3'R7'R7'R3'HYD
HYDTU/EU/EU/ESPROPOSED10' PUEPROPOSED10' PUEPROPOSED 15'x20' PRIVATESANITARY SEWER EASEMENT20'15'
15'DDDDSDDSWVWVWVWVCOCOHYD
TTWVHYDHYD
ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/EO/EST15"ST 15"ST15"ST15"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"20' STORM SEWEREASEMENTBK 2010 PG10641SAN8"SAN8
"30' BUILDING SETBACK& LANDSCAPE BUFFER10' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064330' BUILDING SETBACK
25' LANDSCAPEEASEMENTBK 2010 PG 10644ROADWAY EASEMENTBK 2010 PG 1064030' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELETELETELE70' ROW
50' ROW50' ROWPT. GOV'T LOT 9SEC. 5-78-26OWNER: RANDOLPH H. & KATHY L. ALLISONZONED: A-1PT. GOV'T LOT 9SEC. 5-78-26OWNER: WILLIAM J. HERMAN, JR.ZONED: A-133' ROW50' ROW12345192021222324161718SAN8"SAN8"ST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST1
5
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5
"
S
T
24
"(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)25' LANDSCAPEEASEMENTBK 2010 PG 10644TIMBERLINE RIDGE PLAT 1OWNER: HALE DEVELOPMENT COZONED: R-420' SAN. SEWEREASEMENTBK 2010 PG 1064210' PUEBK 2010PG 1063810'
OVERLANDFLOWAGE EASEMENTBK 2010
PG
1064315' STORM SEWEREASEMENTBK 2010 PG1064115' BUILDING SETBACKEX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/EHYD
G30'
LANDSCAPE
BUFFER10' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064330' LANDSCAPE BUFFER30' PR
IVATE
SAN
.SEWER EASEMENTBK 2017
,
PG
512425'
INGRESS
-EGRESSEASEMENTBK 2017
,
PG
512425' INGRESS-EGRESSEASEMENTBK 2017, PG 5124STORM WATER MANAGEMENTFACILITIES MAINTENANCEEASEMENTBBK 2017, PG 5124EXISTINGDENTAL OFFICE3,562 S.F.FF=1036.75(MPE=1036.00)TU/EGGGGGMW2"SAN6"SAN6"COSA
N
6"HYD
ST4"ST4"ST4"ST4"W SOW6"W6"SSAN
8"SAN8"SAN8"S24' PCC15.5' PCCSE TAYLOR CT.(PUBLIC STREET - CONC SURFACE)15.8'5.0'16.7'3.0'17.0'3.0'17.0'18.5'2.0'2.0'3.0'19.0'3.0'2.0'2.0'11.5'17.0'3.0'4.0'8.0'9.0'8.0'4.0'3.0'17.3'
17.3'20.5'5.0'EX. 6" CONC. PAVEMENTO/EO/EO/EO/EGGGGGGGGGG GGGS
T
1
5
"ST15"LAYOUT 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:STONE PRAIRIE PLAT 4 - PHASE 2
SITE IMPROVEMENT PLANEWM160359130452CJB07-19-18 CITY SUBMITTAL08-14-18 CITY SUBMITTAL08-24-18 CITY SUBMITTAL09-07-18 CITY SUBMITTAL180104GRAPHIC SCALE030153060M:\LAND PROJECTS 2018\180104\DWG\C2 LAYOUT.DWG9/6/2018 7:03:04 AM
FUTURE BUILDING6,000 SFFF=1037.00(MPE=1036.25)2' CURB CUT1035.00G EX1036.00G EX1035.75T/C1035.25G EX1036.50EX2.0%3.0
%1035.50EX2.0%1035.00EX1.5%1035.50EX1035.40G EX1035.50G EXFUTURE BUILDING9,400 SFFF=1037.00(MPE=1036.25)PROPOSED BUILDING6,000 SFFF=1037.00(MPE=1036.25)1036.50T/C EX1036.00G EX1036.60EX1035.74G EX1036.12T/C1035.62G EX1036.12T/C1035.62G1036.65T/C1036.15G1036.711036.10G1036.161036.661036.611036.55T/C1036.05G1036.60T/C1036.10G1036.30T/C1035.80G1036.30T/C1035.80G1036.407.1%1.0%1.0%1.0%6.4%0.7%0.0%0%0%1033.88T/C EX1033.33G EX1034.94 EX1035.04 EX1036.77T/C1036.27G1034.90T/C1034.40G1036.55T/C1036.05G1036.78T/C1036.28G1037.25T/C1036.75G1037.20T/C1036.70G1036.40G1036.50G1036.00G1035.90G1036.901036.951037.051037.051037.001036.15G1036.25G1036.401036.451036.551036.501037.151036.201036.351034.53EX1034.72EX1035.50T/C1035.00G(OVERFLOW)1035.75T/C1035.25G1029.88DSCOH Y D1035.50T/C1035.00G1035.90T/C1035.40G(OVERFLOW)1036.25T/C1035.75G1035.90T/C1035.40G(OVERFLOW)1036.30T/C1035.80G1036.401035.50T/C1035.00G1035.50T/C1035.00G1035.50T/C1035.00G1035.50T/C1035.00G1036.30T/C1035.80G1036.401035.40G(OVERFLOW)1035.75G1035.75G1035.75G1035.75G1035.90T/C1035.40G(OVERFLOW)1036.20T/C1035.70G1035.90T/C1035.40G1035.90T/C1035.40G1035.90T/C1035.40G1035.90T/C1035.40G1035.90T/C1035.40G1036.20T/C1035.70G1035.80G2' CURB CUT1035.80G1036.40T/C1035.90G1035.60G1036.00T/C1035.50G1035.50G1036.501036.40T/C1035.90G1036.501036.10T/C1035.60G1036.40T/C1035.90G1035.70G1036.15T/C1035.65G1036.00T/C1035.50G1036.40T/C1035.90G1036.20T/C1035.70G1036.40T/C1035.90G1036.40T/C1035.90G1036.40T/C1035.90G1036.10T/C1035.60G1035.90G1036.40T/C1035.90G1035.60T/C1035.10G1035.60T/C1035.10G1035.80T/C1035.30G1036.501036.25(OVERFLOW)1036.501036.461035.961036.461037.001036.751036.751037.001036.751036.751036.40T/C1035.90G1036.501036.501036.501036.501036.40T/C1035.90G1035.90G1035.961036.461036.461036.40T/C1035.90G1036.40T/C1035.90G1036.15T/C1035.65G1035.60T/C1035.10G1035.70T/C1035.20G1035.60T/C1035.10G1035.80T/C1035.30G1036.05T/C1035.55G1036.05T/C1035.55G1035.60G1035.60G1035.60G1036.501036.701035.231036.501.0%1036.001.0%1036.301036.10T/C1035.60G1036.00T/C1035.50G1036.251036.301036.251036.301036.301036.251036.301036.251036.251036.251036.251036.251036.301036.300.0%1.0%1.0%0.0%0.0%0.0%7.1%7.1%7.1%7.1%0.0%0.0%0.0%0.0%7.1%5.6%1.0%1.0%1.0%1.0%0.0%5.8%7.1%0.0%0.0%1.0%1.0%7.1%1.0%1.0%1.0%7.1%0.0%0.0%0%0%7.1%1.0%7.1%0.0%0.0%0%0%1036.501.0%1.0%1.0%1.0%1.0%7.1%1.0%6.4%1.0%1.0%1.0%1.0%7.1%6.4%1.0%1.0%1038.171038.321037.951038.101037.701037.851036.851037.001036.00(OVERFLOW)1036.002.0%2.0%2.4%2.0%1034.751036.00(OVERFLOW)1034.502.0%2.0%DDU/EU/EU/EGGGGTGM3:14:14:11036.50T/C1036.00G1035.50T/C1035.00G1036.00T/C1035.50G2.0
%2.0%1036.35EX4:11036.751036.25(OVERFLOW)2.0%
4
:
1
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4.0%
4.0%1036.20EX1036.60EX1035.502.0%1035.501036.002.0%2.0%1036.502.0%1036.40T/C1035.90G1036.50103510361036103610361036103810381037103610361
0
3
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10361038103810361035103510341035103410361036 103610361036
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1036103610361036.60EX1034.171035.75G(OVERFLOW)OVERLFLOWROUTE (TYP.)1036.00(OVERFLOW)2.
0
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10
3
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100-YR PONDINGELEV=1035.33100-YR PONDINGELEV=1034.96100-YR PONDINGELEV=1034.66100-YR PONDINGELEV=1035.55100-YR PONDINGELEV=1035.60100-YR PONDINGELEV=1035.38100-YR PONDINGELEV=1035.33100-YR PONDINGELEV=1035.25100-YR PONDINGELEV=1035.17100-YR PONDINGELEV=1035.14100-YR PONDINGELEV=1035.142' CURB CUT1034.90G EX2.0%10351035103510351.0%1.0%0.8%1035.75G(OVERFLOW)1036.751036.751036.751036.751036.751036.751036.751036.751036.751036.751036.751036.751036.751036.751036.951035.281036.501032.301034.331035.101035.801034.001034.351035.181033.931036.751036.751036.751036.751036.751036.751036.651036.75EX. SWALE 1.5%100-YR HWL=1034.17100-YR PONDINGELEV=1029.9110351036.01T/C1035.51G1037.351037.501035.50T/C1035.00G1036.501036.651034.70T/C1034.20G1036.451036.601034.15T/C EX1033.55G EX1035.651035.804.0%
1
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1
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5:11036
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TTWVHYDHYD
ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/EO/EST15"ST 15"ST15"ST15"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"30' BUILDING SETBACK& LANDSCAPE BUFFER30' BUILDING SETBACK 30' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELETELESAN8"ST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST15"ST15"
S
T
24
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GEXISTINGDENTAL OFFICE3,562 S.F.FF=1036.75(MPE=1036.00)TU/EGGGGGMW2"SAN6"SAN6"COSA
N
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8"SAN8"SAN8"SEX. DETENTION BASIN100-YR HWL=1034.20FREEBOARD=1035.00103410351035 103510361035103610371
0
3
6
10
3
510361035103410331035103910371035104010401034103410401040103910351035103410331035103310331033103210321033103510361037
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0
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0
3
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3
3
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:STONE PRAIRIE PLAT 4 - PHASE 2
SITE IMPROVEMENT PLANEWM160359130452CJB07-19-18 CITY SUBMITTAL08-14-18 CITY SUBMITTAL08-24-18 CITY SUBMITTAL09-07-18 CITY SUBMITTAL180104GRAPHIC SCALE030153060GRADING LEGEND:EXISTING CONTOURPROPOSED CONTOURFINISHED GROUND ELEVATIONTOP OF CURB ELEVATIONGUTTER ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONEDGE OF WALK ELEVATIONTOP OF STAIR ELEVATIONBOTTOM OF STAIR ELEVATIONNOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHEDGROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.150.50E/W150.50B/W150.50T/W150.50G150.50T/C150.50150150150.50T/S150.50B/SM:\LAND PROJECTS 2018\180104\DWG\C3 GRADING.DWG9/6/2018 7:03:14 AM TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ONALL GREEN (NON-PAVED) AREAS.3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OFSUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITEFREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS;REASONABLE FREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS,WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGNMATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.
FUTURE BUILDING6,000 SFFF=1037.00(MPE=1036.25)NEW TRANSFORMER(COORD. W/ MIDAMERICAN)NEW GAS SERVICE(COORD. W/ CITY OF WAUKEE)INV(W)=1029.50(REF. PLUMBING FOR CONT.)CONNECT TO EX. 12" WATERMAIN W/ 12"x6" T.S.&V.133 LF-6" WATER MAINNEW HYDRANTASSEMBLY #1R150'FUTURE BUILDING9,400 SFFF=1037.00(MPE=1036.25)PROPOSED BUILDING6,000 SFFF=1037.00(MPE=1036.25)DSCOH Y D100 LF-4" DRAIN TILE @ S=0.20%FL(S)=133.50CORE DRILL MHINV(NE)=1024.76RAISE RIM=1035.60DNEW STRCT #A1SW-503 INTAKET/C=1035.50G=1035.00FL=1030.00INSTALL RESTRICTORPLATE W/ 6.0" DIA. OPENINGOVER OUTLET PIPENEW STRCT #A015" FESFL=1030.00(REF. C7.1 FOR OUTLET PROTECTION)24 LF-15" RCP@ S=0.50%NEW STRCT #A22'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.00FL(4")=1030.00NEW STRCT #A32'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.00NEW STRCT #A42'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.00NEW STRCT #A6NYLOPLAST BASINW/ SOLID LIDRIM=1035.60FL=1030.00NEW STRCT #A5-12'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.30NEW STRCT #A5-22'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.62DNEW STRCT #A5NYLOPLAST BASINW/ SOLID LIDRIM=1035.40FL=1030.00NEW STRCT #A6-124" NYLOPLAST BASINW/ BEEHIVE GRRIM=1034.50FL=1030.32NEW STRCT #A6-224" NYLOPLAST BASINW/ BEEHIVE GRRIM=1034.75FL=1030.87NEW STRCT #A6-324" NYLOPLAST BASINW/ BEEHIVE GRRIM=1035.23FL=1031.237
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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:STONE PRAIRIE PLAT 4 - PHASE 2
SITE IMPROVEMENT PLANEWM160359130452CJB07-19-18 CITY SUBMITTAL08-14-18 CITY SUBMITTAL08-24-18 CITY SUBMITTAL09-07-18 CITY SUBMITTAL180104GRAPHIC SCALE030153060M:\LAND PROJECTS 2018\180104\DWG\C4 UTILITY.DWG9/6/2018 7:03:29 AM UTILITY NOTES:1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE.2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE.3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT.4.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE.PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS.5.ALL FIRE HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS.
PROPOSED BUILDING6,000 SFFF=1037.00(MPE=1036.25)DSCOH Y DDDU/EU/EU/EGGGGTGM103510361036103610361036103810381037103610361
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"30' BUILDING SETBACK& LANDSCAPE BUFFER10' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064330' BUILDING SETBACK
25' LANDSCAPEEASEMENTBK 2010 PG 10644ROADWAY EASEMENTBK 2010 PG 1064030' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELESAN8"ST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST15"
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3 RO1SS2BH2SH1PF1BH1SB3CS5RO2SB1RB2RO1CS3BH2RB1SS3SW2RB1CS5SB1RO2BH1PF2PF3RO1BH3SS1RO1SB1BH2SS1RO1BH2RO1SB1SH2SH1GL9SH1GL7EA7BX12LL5BZ13BX3LL3SH1GL7GL7RO1TEMP SEEDINGTEMP SEEDINGSODSODSODSODSODSODSODSODSODSODSODSODSODSODSODSODSODSODSH1KF10RO1RO1SH2SH2RO1SW1PF2BH3SH1LANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.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 AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1).6.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE.7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. DO NOT REMOVE ANYTAGS UNTIL AFTER ACCEPTANCE BY OWNER AND/OR OWNER'S REPRESENTATIVE.8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.9.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYINGTENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD.10.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEPROTECTION OF ALL EXISTING UTILITIES.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.12.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.14.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.15.ALL BEDS TO RECEIVE PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED.LANDSCAPE PLANC5.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:STONE PRAIRIE PLAT 4 - PHASE 2
SITE IMPROVEMENT PLANEWM160359130452CJB07-19-18 CITY SUBMITTAL08-14-18 CITY SUBMITTAL08-24-18 CITY SUBMITTAL09-07-18 CITY SUBMITTAL180104GRAPHIC SCALE030153060DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCHCUT 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-SOIL3" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:M:\LAND PROJECTS 2018\180104\DWG\C5 LANDSCAPE.DWG9/6/2018 7:03:46 AM 4" DEEP HARDWOOD MULCH (DO NOTMULCH WITHIN ROCK LANDSCAPE BEDS)PLANTING SCHEDULETEMPORARY SEEDING:ALL AREAS NOT DESIGNATED TO RECEIVE SOD SHALL BE SEEDACCORDING TO SUDAS STANDARDS AND THE FOLLOWING TABLE:FUTURE CONSTRUCTION WITHIN 12 MONTHS:-USE SUDAS TYPE 4 SEED MIXFUTURE CONSTRUCTION ANTICIPATED BEYOND 12 MONTHS:-USE SUDAS TYPE 2 SEED MIXBUFFER REQUIREMENTS:379 FT TOTAL LENGTH OF 30' BUFFER (ADJACENT RESIDENTIAL - WEST) REQ PROPREQUIRED OVERSTORY (2 PER 50 LF)1616REQUIRED EVERGREEN (3 PER 50 LF)2323REQUIRED ORNAMENTAL (2 PER 50 LF)1616355 FT TOTAL LENGTH OF 25' BUFFER (SE LA GRANT)REQUIRED OVERSTORY (1 PER 50 LF)88REQUIRED EVERGREEN (2 PER 50 LF)1515REQUIRED ORNAMENTAL (2 PER 50 LF)1515244 FT TOTAL LENGTH OF 25' BUFFER (SE WILDFLOWER DRIVE)REQUIRED OVERSTORY (1 PER 50 LF)55REQUIRED EVERGREEN (2 PER 50 LF)1012REQUIRED ORNAMENTAL (2 PER 50 LF)108415 FT TOTAL LENGTH OF 25' BUFFER (SE WESTOWN PARKWAY)REQUIRED OVERSTORY (1 PER 50 LF)91REQUIRED EVERGREEN (2 PER 50 LF)173REQUIRED ORNAMENTAL (2 PER 50 LF)172 (NOTE - BALANCE OF WESTOWN BUFFER TO BE INSTALLED AS PART OF FUTURE BUILDING CONSTRUCTION)LANDSCAPE REQUIREMENTS:TOTAL SIZE OF LOT152,530 SFTOTAL REQUIRED OPEN SPACE (20%)30,506 SFTOTAL LANDSCAPE UNITS (1 / 1000 OF REQUIRED OPEN SPACE)30.5TOTAL OVERSTORY REQUIRED (1 PER LANDSCAPE UNIT)31TOTAL OVERSTORY PROVIDED14TOTAL SHRUBS REQUIRED (1 PER LANDSCAPE UNIT)31TOTAL SHRUBS PROVIDED81NOTE: ADDITIONAL OPEN SPACE PLANTINGS WILL BE INSTALLED AS PART OF FUTURE CONSTRUCTION.NOTE: ANY PLANTING SUBSTITUTIONS MUST FIRST BE APPROVED, IN WRITING, BY THE WAUKEEDEVELOPMENT SERVICES DEPARTMENTADDITIONAL LANDSCAPE FOUNDATION PLANTINGS MAY BE INSTALLED AT OWNERS DISCRETION UPONCOMPLETION OF THE PROJECT. THESE PLANTINGS WOULD BE ABOVE THE REQUIRED MINIMUMS FOR THESITE.
DETAILS SHEETC6.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:STONE PRAIRIE PLAT 4 - PHASE 2
SITE IMPROVEMENT PLANEWM160359130452CJB07-19-18 CITY SUBMITTAL08-14-18 CITY SUBMITTAL08-24-18 CITY SUBMITTAL09-07-18 CITY SUBMITTAL180104M:\LAND PROJECTS 2018\180104\DWG\C6 DETAILS.DWG 9/6/2018 7:03:56 AM
D
42"VARIESSAME DIMENSION AS END SECTIONFLARED ENDSECTIONAAFLARED END SECTION42"ELEVATIONSECTION A-A#4 BARS @ 18" ON CENTERUNDISTURBED SOILPIPE BEDDINGCONCRETE FOOTING6"1'- 8"NOTES:1.THE LAST 3 PIPE JOINTS SHALL BE TIED.2.APRON GUARD IS REQUIRED ON ALLFLARED END SECTIONS.3.PROVIDE 3' WIDE CLAY WATER STOP ATFLARED END SECTION PIPE JOINT.SEE SECTION DETAIL 'A'AT RIGHTSECTION DETAIL 'A'CASTING SUPPORT PAD6"X45 DEGREEBEND10'-0" MIN.18"X18"X6" THICKSQUARE CONCRETE PADPVC PIPE STUBFITTING CLEANOUTADADPTERTHREADED PLUGTERMINATION OF SERVICE LINEWYE FITTINGHOLE
D
IAMETER
ASSPECIF
IED 1/4" THICK STAINLESS STEELORIFICE PLATE BOLTED TO PIPE,OR PLACED BETWEEN JOINTSPOSITION HOLE TO FITBOTTOM OF PIPEBACK OF CURBFACE OF CURBEDGE OF TURNED DOWN WALKSIDEWALK PAVEMENTGRASS/LANDSCAPINGROADWAY PAVEMENTPLAN VIEWCURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE6C6.1SIDEWALK DETAILSCALE NONE5AC6.1FINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDEWIDTH PER PLAN5" PCC (UNLESS NOTED OTHERWISE)NOTE: SLOPE SIDEWALK IN ACCORDANCEWITH GRADING PLAN, 1.5% CROSS SLOPE12"SLOPE PER PLANS 1.5% MAX CROSS SLOPEROADWAY PAVEMENT6" MAX24" MIN(DIRECTION SHOWN ON GRADING PLANS)VARIES1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1"1" NOMINALNOTES:*IMPORTANT:* 1" EXPANSION JOINT BETWEENROADWAY PAVEMENT AND WALK MUST BEINSTALLED TO FULL DEPTH OF SLAB.FINISH W/ 3/4" RADIUS TOOLSEALED 'E' JOINTSEE DETAIL A& NOTESSEE PAVEMENT SECTIONFOR SUBGRADE INFOIF ROCK IS USED UNDERROADWAY PAVEMENT, CONTINUEROCK UNDER SIDEWALKPAVEMENT, MATCH SECTIONSEALED 'E' JOINTSEE DETAIL A& NOTESBUILDING WALL(WHERE APPLICABLE)5"
5"#4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALLBE EPOXY COATED6"TURNED DOWN WALK DETAILSCALE NONE3C6.1Parallel 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
'
M
INVARIES2ADA RAMP DETAILSSCALE NONEC6.1 FLARED END SECTION DETAILSCALE NONE7C6.1 MUTCD R7-8 (RESERVED PARKING) SIGN2" ROUND GALVANIZEDSTEEL PIPE PAINTED BLACKMUTCD R7-8a OR R7-8b (VAN ACCESSIBLE)PER ADA REQUIREMENTS60"HC PARKING SIGN DETAILSCALE NONEINSTALL POLE 1' FROM BACK OF WALK,DIRECT BURY POLE 4' MIN INTO GROUNDORANCHOR IN PCC PAVING W/ GALVANIZEDSTEEL PLATE (8"x8"x14") & (4)-12"x4"STAINLESS STEEL EXPANSION BOLTS4C6.1STD. PCC PAVEMENT SECTIONSCALE NONE1C6.1R 2"R 1"MATCH PAVEMENTTHICKNESS6"4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS(4000 PSI)PCC6" PCC, UNLESSNOTED OTHERWISEPER PLAN(4000 PSI)ORIFICE PLATE DETAILSCALE NONE8C6.1 SANITARY CLEANOUT DETAILSCALE NONE9C6.1 SUBDRAIN DETAILSCALE NONE10C6.18" TOPSOIL PLACEDON TOP OF TRENCH ROCK.EXTEND ROCK TO8" FROM SURFACEPIPE DIA+ 6" EACH SIDE2" MIN DEPTH PER PLANSPOROUS BACKFILLOR PEA GRAVELSUBDRAIN OR SLOTTED N-12(SEE UTILITY PLAN)SLOPE PER PLAN10' PUBLIC PCC TRAIL DETAILSCALE NONE5BC6.1FINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDE10'6" PCCNOTE: SLOPE SIDEWALK IN ACCORDANCEWITH GRADING PLAN, 1.5% CROSS SLOPEPAVING NOTES:1.EXCAVATE SUBGRADE TO A POINT 2" BELOW PROPOSED GRADE OF BOTTOMOF SLAB; BACKFILL WITH 2" OF COMPACTED CRUSHED STONE.2.FOR DRIVEWAY APPROACHES AND SHARED USE PATHS CONSTRUCTED INFILL: BACKFILL WITH SELECTED MATERIAL; COMPACT IN NOT MORE THAN 6"LIFTS TO A DENSITY OF 95%; FILL TOP 2" WITH COMPACTED CRUSHED STONE.2" COMPACTEDCRUSHED STONE
STORMTECH DETAILSC6.2REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:STONE PRAIRIE PLAT 4 - PHASE 2
SITE IMPROVEMENT PLANEWM160359130452CJB07-19-18 CITY SUBMITTAL08-14-18 CITY SUBMITTAL08-24-18 CITY SUBMITTAL09-07-18 CITY SUBMITTAL180104M:\LAND PROJECTS 2018\180104\DWG\C6 DETAILS.DWG 9/6/2018 7:04:04 AM
PROPOSED BUILDING6,000 SFFF=1037.00(MPE=1036.25)DSCOH Y DDDU/EU/EU/EGGGGTGM103510361036103610361036103810381037103610361036 103510361038103810361035103510341035103410361036 103610361036
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ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/EO/EST15"ST 15"ST15"ST15"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"SE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYW8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELESAN8"ST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST15"(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)EX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/EHYD
GEXISTINGDENTAL OFFICE3,562 S.F.FF=1036.75(MPE=1036.00)TU/EGGGGGMW2"SAN6"SAN6"COSA
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OW6"W6"SSAN 8"SAN8"SAN8"SEX. DETENTION BASIN100-YR HWL=1034.20FREEBOARD=1035.00103410351035 103510361035103610371036
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103710381030103010361033SE TAYLOR CT.(PUBLIC STREET - CONC SURFACE)EX. 6" CONC. PAVEMENT1033O/EO/EO/EO/EGGGGGGGG GGG10361033103210321034ST15"10321033 STABILIZED CONSTRUCTIONENTRANCE: 20'X50'-6" DEEP,2-3/4" GRAVEL DRIVE W/GEOTEXTILE UNDERLAYCONCRETEWASH OUT BAGOUT HOUSE LOCATIONSANITARY WASTE WILL BE DISPOSED OFPER FEDERAL AND LOCAL REGULATIONSTEMP. CONSTRUCTION DUMPSTERLOCATION, DISPOSE OF WASTE PERFEDERAL AND LOCAL REGULATIONSEROSION CONTROLFENCE, TYP.SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
TOPSOILSTOCKPILETEMPORARY INLETPROTECTION, TYP.SFSF
SITE DISCHARGE LOCATIONTO SUGAR CREEKSFSFSITE DISCHARGE LOCATIONTO SUGAR CREEKLIMITS OF DISTURBANCE3.8 ACRESTEMPORARY INLETPROTECTION, TYP.INSTALL 2 FLOWTRANSITION MATS OVER11'x12' SUDAS TYPE 3 TRMSFSF SFSF SFSF SFSFSFSFSF
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SF SFSFSITESWPPPC7.1REFERENCE 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:STONE PRAIRIE PLAT 4 - PHASE 2
SITE IMPROVEMENT PLANEWM160359130452CJB07-19-18 CITY SUBMITTAL08-14-18 CITY SUBMITTAL08-24-18 CITY SUBMITTAL09-07-18 CITY SUBMITTAL180104GRAPHIC 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.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/OTVWWVM:\LAND PROJECTS 2018\180104\DWG\C7 SWPPP.DWG9/6/2018 7:04:21 AM
QUANTITY ESTIMATE:EROSION CONTROL FENCE1,000 LFTEMP. INLET PROTECTION14 EATRM, SUDAS TYPE 3 132 SFFLOW TRANSITION MAT2 EASOD (PER LANDSCAPE PLAN) 1.1 ACTEMP. SEEDING MIX 1.0 ACNOT TO SCALESITE ENTRANCE DETAILTEMP. ROCK ENTRANCE(PLAN VIEW)(PROFILE VIEW)TEMP. ROCK ENTRANCE3" CLEANLIMESTONEPLACE ROCKON FABRICSTABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.5'-0" MIN.GROUND LINEENGINEERING FABRICFLOW21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILL12"
MIN.DETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE31" MIN.6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGPROPERTY DESCRIPTION:LOTS 1 & 2 IN STONE PRAIRIE PLAT 4, AN OFFICIAL PLAT INTHE CITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHERWITH ANY AND ALL EASEMENTS OF RECORD.SITE AREA:152,530 S.F (3.50 ACRES) MORE OR LESSADDRESS:2335 & 2355 SE LA GRANT PARKWAYWAUKEE, IOWA 50263OWNER:M&J REALTY, LLC5429 BOULDER DRIVEWEST DES MOINES, IA 50265PREPARED FOR:PRIMUS CONSTRUCTIONCONTACT: JASON DREWELOW401 8TH AVENUE, SECEDAR RAPIDS, IA 52401PH: (877)947-7757ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING:C-1A NEIGHBORHOOD COMMERCIAL DISTRICTSETBACKS: FRONT = 30 FEET SIDE = NONE, EXCEPT ADJACENT RESIDENTIAL THEN 15' REAR = 30 FEETOPEN SPACE / IMPERVIOUS AREA:LOT 1TOTAL LOT AREA = 68,289 SF = 1.57 ACRESMIN. OPEN SPACE = 13,658 SF (20.0%)EXISTING OPEN SPACE = 51,603 SF (75.6%)EXISTING IMPERVIOUS = 16,686 SF (24.4%)PROPOSED OPEN SPACE = 33,242 SF (48.7%)PROPOSED IMPERVIOUS = 35,047 SF (51.3%)(INCL. FUTURE BUILDING)LOT 2TOTAL LOT AREA = 84,241 SF = 1.93 ACRESMIN. OPEN SPACE = 16,849 SF (20.0%)EXISTING OPEN SPACE = 84,241 SF (100.0%)EXISTING IMPERVIOUS = 0 SF (0.0%)PROPOSED OPEN SPACE = 40,529 SF (48.1%)PROPOSED IMPERVIOUS = 43,712 SF (51.9%)(INCL. FUTURE BUILDING)BENCHMARK:MAG NAIL IN WALK LOCATED 45.13' EAST OF ℄ SE LA GRANTPKWY &112.25' SE OF ℄ SE LA GRANT & ℄ SE WESTOWN PKWY.ELEVATION = 1035.61 (CITY OF WAUKEE DATUM)EROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVEFOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE.ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDEREDINCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT ANDWILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARYDEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDESGENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TOUPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARYTO COMPLY WITH SAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TOCONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORMSEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVINGIS COMPLETED AROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILTFENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETEWASHOUT IN ACCORDANCE WITH SUDAS DURING ALL CONCRETE WORK.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALLFEDERAL, STATE AND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.10.IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALLDISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY BY TEMPORARYEROSION CONTROL MEASURES. TEMPORARY CONTROL MEASURES MAYINCLUDE APPLYING MULCH AND TACKING IT IN.11.TEMPORARY SEEDING MIX SHALL BE SUDAS TYPE 4 MIXTURE.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.TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ON ALL GREEN(NON-PAVED) AREAS.3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.
..
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DUMPSTER ENCLOSURE-FRONT
SCALE: 1/4" = 1'-0"
a!!'I 11!!11 �:iiel iiiir'!Y•• -I -· �i __ ,I� I-----lat --rli .... s■-. ■ ■
DUMPSTER ENCLOSURE-REAR
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DUMPSTER ENCLOSURE -SIDE
SCALE: 1/4" = 1'-0"
Stone Prairie Plat 4 - New Office
WAUKEE, IA
. ....
?RIMUS D E N T A L