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Home My WebLink About2021-04-05-J13 Waukee Dental_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 5, 2021 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Waukee Dental Clinic Expansion (350 E. Hickman Road) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Waukee Land, LLC, requests approval of a site plan for a an approximately 1,400 square feet addition to the south side of the existing Waukee Dental clinic located south of Hickman Road and east of SE Dartmoor Drive. With the addition, the building would be expanded to approximately 5,000 square feet in area. The existing building was approved in 2016. Access to the site will remain the same. Some minor parking changes are shown, but the parking provided will exceed the minimum required for the use. The applicant has provided elevations for the proposed addition. The proposed materials match the materials used on the existing building. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the March 23, 2021 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Waukee Dental Clinic Expansion (350 E Hickman Road) Senior Planner, Melissa DeBoer introduced the request for approval of a site plan as submitted by the applicant, Downing Construction. The subject property is generally located south of Hickman Road and east of SE Dartmoor Drive, containing approximately 0.88 acres. Mrs. DeBoer explained that the site plan identifies the construction of a 1.392 square foot addition on the south side of the building, which would bring the overall square footage of the building to approximately 5,000 square feet. The new addition includes a basement component that is just under 1,000 square feet. The trash enclosure will remain in the same general area. Access into the site is provided from the existing two entrances from the private street to the south and public utilities are also already servicing the building. All parking, open space, landscaping, and lighting requirements have been met at this time. Staff would recommend approval of the Site Plan for Waukee Dental Clinic Expansion subject to any remaining staff comments.  Commissioner Streit questioned if the existing building have a basement. Mrs. DeBoer advised that the current building does not have a basement. J13 Commissioner Hoifeldt moved to approve the Site Plan for Waukee Dental Clinic Expansion (350 E. Hickman Road) subject to any remaining staff comments. The motion was seconded by commissioner Broderick. Ayes: Streit, Koshy, Inman, Ward, Broderick, and Hoifeldt. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2021- APPROVING THE SITE PLAN FOR WAUKEE DENTAL CLINIC EXPANSION (350 E. HICKMAN ROAD) 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 Waukee Dental Clinic Expansion, subject to remaining staff comments on March 23, 2021; AND, WHEREAS, the Site Plan for Waukee Dental Clinic Expansion is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Waukee Dental Clinic Expansion is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 5th day of April, 2021 that the Site Plan for Waukee Dental Clinic Expansion is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Waukee Dental Clinic Expansion – Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner REPORT DATE: March 18, 2021 MEETING DATE: March 23, 2021 GENERAL INFORMATION Owner: Waukee Land, LLC Applicant: Downing Construction Owner’s Representative: Monte Appelgate – Snyder & Associates, Inc. Request: The applicant is requesting approval of a site plan for an addition to the existing dental office. Location and Size: Property is generally located south of Hickman Road and east of SE Dartmoor Drive , containing approximately 0.88 acres. Property Address: 350 E. Hickman Road AREA MAP ABOVE: Aerial of subject property (outlined in RED). March 18, 2021 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Mixed Use C-1 (Community and Highway Service Commercial District) North Commercial Community Commercial C-1 (Community and Highway Service Commercial District) South Multi-Family Residential – Apartments Mixed Use R-3 / PD-1 (Multi-family Residential District / Planned Development District) East Vacant – Undeveloped Mixed Use C-1 (Community and Highway Service Commercial District) West Commercial Mixed Use C-1 (Community and Highway Service Commercial District) PROJECT DESCRIPTION The project includes the construction of a 1,392 square foot addition on the south side of the building. This will bring the overall square footage of the building to approximately 5,000 square feet. The new addition also includes a basement that is just under 1,000 square feet. The addition will be located in the existing parking lot area to the south of the existing building. The trash enclosure will remain in the same general area as it is currently, but will be adjusted slightly in order to make room for the new addition and parking stall adjustments. ACCESS AND PARKING There are two accesses into this site from the private street to the south. A total of 18 parking spaces are required for this facility. The total amount of parking provided is 44 spaces including 2 accessible stalls. SIDEWALKS/TRAILS A five foot wide sidewalk exists along SE Laurel Street, located along the south side of this site. Pedestrian connections into the site are provided off of the sidewalk. UTILITIES This site is already serviced with all public utilities. 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 33%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. March 18, 2021 3 of 3 ELEVATIONS The elevations of the building addition are proposed to be constructed of the same brick and stone materials and colors to match the existing building. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Mixed Use. The Mixed Use classification provides a mixture of office, retail or residential land uses in areas along key transportation corridors. STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the site plan for Waukee Dental Clinic Expansion subject to remaining staff comments. HICKMAN RD DARTMOOR DRSE LAUREL ST COLLINS DR SE WESTGATE DRNOT TO SCALE BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No: Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comMAATLSJLH02/16/2021500'121.0097.01C100121.0097.01 C100WAUKEE DENTAL CLINIC EXPANSIONTITLE SHEETWAUKEE, IAPER CITY COMMENTSPER CITY COMMENTS 03/02/2103/16/21 TLSTLS 12 TTN-RRW-SSV:\Projects\2021\121.0097.01\CADD\SP01_1210097_TITL.dwg LORENA WASION, TITLE SHEET, 2021/03/16, 9:31 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)SITE PLANS FOR WAUKEE DENTAL CLINIC EXPANSION 350 EAST HICKMAN ROAD CITY OF WAUKEE, DALLAS COUNTY, IOWA VICINITY MAP PROJECT LOCATION NOT TO SCALE OWNER WAUKEE LAND LLC 350 E HICKMAN ROADWAUKEE, IA 50263CONTACT: KAISHA BROWN I hereby certify that this engineering documentwas prepared by me or under my direct personalsupervision and that I am a duly licensedProfessional Engineer under the laws of theState of Iowa. Jon L. Hanson, P.E.Date License Number P15562 My License Renewal Date is December 31, 2022 Pages or sheets covered by this seal: JON L.HANSON P15562DPROFELNSEICEIONALEN G I NEERAIOW SS APPLICANT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVENUEINDIANOLA, IOWA 50125 CONTACT: JOSH RABEPHONE: 515-808-1390 PEFROS S ONLA I AC PNAL CDS CARHECETTIIAETST F IO AWO License Expires:June 30, 2022 MONTE A.APPELGATE 342 LANDSCAPEARCHITECTNO. Monte A. Appelgate, ASLA License Number Pages or sheets covered by this seal: 342 Date I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed Professional Landscape Architect under the laws of the State of Iowa. Sheet C500 Sheet C100-C400, C600 SHEET INDEX Sheet # Sheet Title C100 TITLE SHEET C101 PROJECT INFORMATION C200 DEMOLITION PLAN C300 DIMENSION AND UTILITY PLAN C400 GRADING AND EROSION CONTROL PLAN C500 PLANTING PLAN BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No: Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comMAATLSJLH02/16/2021N/A121.0097.01C101121.0097.01 C101WAUKEE DENTAL CLINIC EXPANSIONPROJECT INFORMATIONWAUKEE, IAPER CITY COMMENTSPER CITY COMMENTS 03/02/2103/16/21 TLSTLS 12 TTN-RRW-SSV:\Projects\2021\121.0097.01\CADD\SP01_1210097_TITL.dwg LORENA WASION, PROJECT INFORMATION, 2021/03/16, 9:31 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)PROPERTY DESCRIPTION LOT 2 WAUKEE COMMERCIAL, AN OFFICAL PLAT IN THECITY OF WAUKEE, DALLAS COUNTY, IOWA PROPERTY ADDRESS 350 E HICKMAN ROADWAUKEE,IOWA 50263 ZONING C-1 - COMMUNITY AND HIGHWAY SERVICECOMMERCIAL DISTRICT BULK REGULATIONS FRONT YARD SETBACK=30'REAR YARD SETBACK =30' MEASURED FROM B/C OFPRIVATE DRIVE (LAUREL STREET)SIDE YARD SETBACK =0' MINIMUM LOT WIDTH =NONEMINIMUM WIDTH AREA =NONE PARKING REQUIREMENTS PROFESSIONAL/BUSINESS OFFICE:3 STALL / 1,000 GFA5,998 SF X 3 STALLS / 1,000 GFA = 18 STALLS REQ'DPROVIDED 44 STALLS (INCLUDING 2 ACCESSIBLESTALLS) CONSTRUCTION SCHEDULE ACTIVITY SCHEDULEFOUNDATION/BUILDING SPRING/SUMMER 2021PAVEMENTSUMMER 2021LANDSCAPE/FINISH FALL 2021 OPEN SPACE CALCULATIONS TOTAL LOT AREA = 38,174 SF (0.88 AC)OPEN SPACE REQUIRED =7,435 SF (0.17 AC) (20%) TOTAL HARD SURFACE (DRIVES, BUILDING, PARKING)=25,531 SF (0.59 AC) (67%)TOTAL OPEN SPACE PROVIDED=12,643 SF (0.29 AC) (33%) DATE OF SURVEY JANUARY, 2021 OCCUPANCY DENTIST =2 OFFICE STAFF =12 GENERAL USE DENTAL CLINIC BUILDING DESCRIPTION AREA:EXISTING MAIN FLOOR =3,607 SFPROPOSED ADDITION =1,392 SFPROPOSED BASEMENT =998 SFHEIGHT:MAIN FLOOR =24'-2" UTILITY QUALITY SERVICE LEVELS QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI / ASCE 38-02 STANDARD. QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR ORAL RECOLLECTIONS. QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH QUALITY D INFORMATION. QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS. UTILITY WARNING THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED EXCEPT WHERE NOTED AS QUALITY LEVEL A. FEATURES EXISTING PROPOSED Spot Elevation Contour Elevation Fence (Barbed, Field, Hog) Fence (Chain Link) Fence (Wood) Fence (Silt) Tree Line Tree Stump Deciduous Tree \\ Shrub Coniferous Tree \\ Shrub Communication Overhead Communication Fiber Optic Underground Electric Overhead Electric Gas Main with Size High Pressure Gas Main with Size Water Main with Size Sanitary Sewer with Size Duct Bank Test Hole Location for SUE w/ID (*) Denotes the survey quality service level for utilities Sanitary Manhole Storm Sewer with Size Storm Manhole Single Storm Sewer Intake Double Storm Sewer Intake Fire Hydrant Fire Hydrant on Building Water Main Valve Water Service Valve Well Utility Pole Guy Anchor Utility Pole with Light Utility Pole with Transformer Street Light Yard Light Electric Box Electric Transformer Traffic Sign Communication Pedestal Communication Manhole Communication Handhole Fiber Optic Manhole Fiber Optic Handhole Gas Valve Gas Manhole Gas Apparatus Fence Post or Guard Post Underground Storage Tank Above Ground Storage Tank Sign Satellite Dish Mailbox Sprinkler Head Irrigation Control Valve LEGEND ○ 12 2 5 X 1225.25 ● X 12 2 5 1225.25 FEATURES FOUND SET Section Corner 1/2" Rebar, Cap # 11579 (Unless Otherwise Noted) ROW Marker ROW Rail Control Point Bench Mark Platted Distance P Measured Bearing & Distance M Recorded As R Deed Distance D Calculated Distance C Minimum Protection Elevation MPE Centerline Section Line 1/4 Section Line 1/4 1/4 Section Line Easement Line NOTES A. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES ANDCOORDINATE WITH UTILITY PROVIDERS AS NECESSARY DURING CONSTRUCTION.CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTHOF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR REMOVALOR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT SHOWN FOR REMOVAL ORMODIFICATION SHALL BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS AT THECONTRACTOR'S EXPENSE. B. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THEWAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 2021 STATEWIDE URBANDESIGN AND SPECIFICATIONS AND THE SOILS REPORTS PREPARED BY OTHERS. C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OFSTRUCTURE TO CENTERLINE OF STRUCTURE. D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SETFORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). WHENCONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL BEPROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT ANDACTIONS. THE CONTRACTOR SHALL NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIORTO ANY ANTICIPATED LANE CLOSURE. E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNINGWORK. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENTAT LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND OR HOLIDAY WORK. F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITHSUITABLE MATERIAL AND COMPACT TO 95% MAXIMUM DENSITY. G. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILEDPLANS, THE DETAILED PLANS SHALL GOVERN. H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED ORREPAIRED AND NOTED ACCORDINGLY ON THE AS-BUILT DOCUMENTS. I. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ONAVAILABLE INFORMATION AT THE TIME OF DESIGN. DEVIATIONS MAY BE NECESSARY IN THEFIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARETO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION. THECONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITEIMPROVEMENTS PRIOR TO CONSTRUCTION. CONTACT CITY OF WAUKEE FOR APPROVAL OFANY CHANGES AND THAT ANY CHANGES COMPLETED WITHOUT APPROVAL ARE SUBJECT TOREMOVAL IN ORDER TO MEET THE CITY OF WAUKEE STANDARDS. J. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLETO BE INCORPORATED INTO THE PROJECT TO AN APPROVED OFF-SITE WASTE SITE. K. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED.RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES TO CONFORM TO SUDASSPECIFICATIONS SECTION 2010. L. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/ORTOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED. M. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORINGSTREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE ENDOF EACH WORK DAY AND PRIOR TO A RAIN EVENT. N. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE ISCONSIDERED INCIDENTAL TO THE SITE WORK. O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENTCONTROL MEASURES AS NECESSARY. CONTRACTOR SHALL ALSO BE RESPONSIBLE FORMAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE TIME OFCONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BEMET BY CONTRACTOR. A COSESCO PERMIT IS NOT REQUIRED FOR THIS PROJECT. P. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHERFRANCHISE UTILITY SERVICES WITH UTILITY SERVICE PROVIDER, CITY OF WAUKEE, AND THEOWNER PRIOR TO CONSTRUCTION. Q. IF STORM SEWER CROSSES ABOVE WATER MAIN OR CROSSES LESS THAN 18" BELOW AWATER MAIN THEN STORM SEWER SHALL BE CONSTRUCTED OF REINFORCED CONCRETEWITH A FLEXIBLE O-RING GASKET RATED AT 13 PSI OR GREATER. O-RING GASKET JOINTSSHALL BE INSTALLED ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROMTHE WATER MAIN TO THE STORM SEWER IS AT LEAST TEN FEET. R. A PRE-CONSTRUCTION MEETING WITH THE CITY OF WAUKEE WILL BE REQUIRED A MINIMUM OF ONE WEEK PRIOR TO CONSTRUCTION ACTIVITIES BEGINNING. S. ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR INCLUDING PEDESTRIAN FACILITIES. T. ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES PRIOR TO CONSTRUCTION. U. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES. V. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OF WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED. W. ALL CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILL WITH A LINK SEAL. X. PLACE 3/4" EXPANSION JOINT BETWEEN ALL PCC PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION JOINT BETWEEN SIDEWALKS AND PCC PAVEMENT. THE PCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL EXPANSION JOINTS SHALL BE SEALED. Y. AS-BUILTS SHALL BE PROVIDED TO THE WAUKEE ENGINEERING DEPARTMENT INCLUDING ALL UTILITIES AND AS-BUILT GRADES FOR DRAINAGE SWALES, OVERFLOWS, ACCESSIBLE RAMPS AND DETENTION FACILITIES. THE CONTRACTOR SHALL PROVIDE INFORMATION TO THE DESIGN ENGINEER FOR INCLUSION ON THE RECORD AS-BUILT DRAWINGS. Z. ALL UTILITIES INCLUDING PRIVATE UTILITIES SHALL BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND ALL UTILITIES SHALL BE TESTED TO CITY STANDARDS. THE CITY SHALL WITNESS ALL TESTING. AA. CONSTRUCTION OPERATIONS SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM CONCRETE OPERATIONS TO DISCHARGE OFFSITE. BB. CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT AND CITY OF WAUKEE PUBLIC WORKS SHALL WITNESS ALL TIE-INS. CC. ALL SIGNAGE SHALL REQUIRE A SEPARATE PERMIT FROM THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT. POLLUTION PREVENTION NOTES A. POLLUTION PREVENTION AND EROSION PROTECTION 1. CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL POTENTIAL POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE IOWA CODE, THE U.S. CLEAN WATER ACT AND ANY LOCAL ORDINANCES. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT AGAINST EROSION AND POLLUTION FROM THIS PROJECT SITE AND ALL OFF-SITE BORROW OR DEPOSIT AREAS DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE. 2. DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ENGINEER HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER RESULTING FROM DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING REASONABLE ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR FAILS TO TAKE NECESSARY STEPS TO PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH COMES ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE SUCH ITEMS AND DEDUCT THE COST THEREOF FROM AMOUNTS DUE TO THE CONTRACTOR. B. POLLUTION PREVENTION PLAN 1. THERE IS NOT A SWPPP OR GENERAL PERMIT #2 PERMIT ON THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL EROSION CONTROL LAW REQUIREMENTS, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING BMP'S UNLESS INFEASIBLE OR NOT APPLICABLE: a. INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND GRADING OPERATIONS. b. PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS AT ANY TIME. c. MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN WORKING ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL DEVICES WHEN THE MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY. d. PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ON ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING STREETS, DRIVEWAYS, SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR FUTURE PREVENTION. e. INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION CONTROL MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS REACH THEIR FINAL GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS TO ENSURE CONTINUOUS RUNOFF CONTROL. PROVIDE INLET AND OUTLET CONTROL MEASURES AS SOON AS STORM SEWERS ARE INSTALLED. f. RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND IN SOD) ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER IMPROVEMENTS ARE LOCATED. g. STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX, PERMANENT SEED MIX, SOD, OR PAVEMENT IMMEDIATELY AS SOON AS POSSIBLE UPON COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION MEASURES IMMEDIATELY AFTER CONSTRUCTION ACTIVITY IS FINALLY COMPLETED OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WHICH WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. h. COORDINATE LOCATIONS OF STAGING AREAS WITH THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN THE FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY SANITARY FACILITIES, MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY. CONTROL RUNOFF FROM STAGING AREAS WITH DIVERSION BERMS AND/OR SILT BARRIERS AND DIRECT TO A SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT MUST BE CONTAINED ONSITE. UTILITY CONTACT INFORMATION UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552100334. NO RESPONSE ADB COMPANIESANGIE BACH636-584-9702ABACH@ADB-US.COM FO3-FIBER OPTIC CENTURYLINKTOM STURMER303-453-9927THOMAS.STURMER@CENTURYLINK.COM NO RESPONSE CONSOLIDATED COMMUNICATIONSJUSTIN GREV507-386-3606JUSTIN.GREV@CONSOLIDATED.COM CLEAR PER MAPPING RECEIVED INTERNET CONSULTING SERVICESADAM WOODARD515-268-4045LOCATES@ICS-LLC.NET FO1-FIBER OPTIC AUREON NETWORK SERVICESJEFF KLOCKO515-830-0445JEFF.KLOCKO@AUREON.COM UE2-UNDERGROUND ELECTRIC MIDAMERICAN ENERGYJAMIE NEER515-252-6972MECDSMDESIGNLOCATES@MIDAMERICAN.COM CLEAR PER EMAIL RECEIVED VERIZONJOHN BACHELDER972-729-7000JOHN.BACHELDER@VERIZON.COM FO2-FIBER OPTIC MI-FIBERJACK JONES515-897-9192JACK@GRM.NET NO RESPONSE MEDIACOM COMMUNICATIONS CORPPAUL MAY515-246-2252PMAY@MEDIACOMCC.COM CLEAR PER MAPPING RECEIVED UNITE PRIVATE NETWORKS, LLCJOE KILZER816-425-3556UPNGIS@UPNFIBER.COM W1-WATER MAIN CITY OF WAUKEEUE1-UNDERGROUND ELECTRIC TIM ROYERST-STORM SEWER 515-987-7920S-SANITARY SEWER TROYER@WAUKEE.ORGG-GAS MAIN CLEAR PER EMAIL RECEIVED XENIA RURAL WATER DISTRICTLAIRD VAN DEE515-676-2117LVANDEE@XENIAWATER.ORG BENCHMARKS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET BM500 ELEV=1038.61BURY BOLT ON HYDRANT, CENTER OF ISLAND AT NORTHWESTCORNER OF SITE, SOUTHEAST OF CENTRAL BANK SIGN. CONTROL POINTS IOWA SOUTH STATE PLANE COORDINATE SYSTEMNAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET CP100 N=588599.173 E=1540518.91 Z=1033.18CUT "X" CENTER OF MEDIAN OF HICKMAN ROAD, +/-120' EAST OFNOSE. (AS SHOWN ON SURVEY) CP101 N=588600.09 E=1540675.08 Z=1033.95CUT "X" CENTER OF MEDIAN OF HICKMAN ROAD, +/-2' WEST OFGRASS LINE AT END OF TAPER. (AS SHOWN ON SURVEY) CP102 N=588254.76 E=1540745.46 Z=1039.86CUT "X" ON NORTH OF BACK OF CURB OF SE LAUREL STREET,+/-40' EAST OF OF END OF RADIUS TO ENTRANCE, +/-3' SOUTH OFLIGHT POLE. (AS SHOWN ON SURVEY) CP103 N=588286.48 E=1540524.23 Z=1038.86CUT "X" ON NORTH BACK OF CURB OF SE LAUREL STREET AT ENDOF RADIUS OF ISLAND BETWEEN DRIVES TO BANK AND OFFICE.(AS SHOWN ON SURVEY) TRASH ENCLOSURE PROVIDE A THROUGH WALL SCUPPER FLUSH WITH SLAB BELOW. 16"(W)x4"(H) IN THIS CORNER OF TRASH ENCLOSURE.LINE SIDES AND TOP OF SCUPPER w/ GALVANIZED METAL w/ DRIP EDGE ON TOP SIDES CONTINUE CONCRETE TRASH PAD INTO SCUPPER, AND FLUSH w/ FINISHED BRICK EDGE X CXXX TRASH ENCLOSURE DETAIL NO SCALE 103WaukeeDental360 Light w/No ParkingSign360 Light360 Light360 LightExistingBuildingF.F.E.=1038.86F.F.E.=1038.88360 Light0.008"ST(Map Location)8"ST(Map Location)SE LAUREL STREET38,174 SF0.88 AC1S0°02'45"E 270.70' R=250.00' I=20°16'00" L=88.43' LCB=N79°49'18"W LC=87.97' R=250.00' I=11°05'04" L=48.37' LCB=N75°13'51"W LC=48.29' N0°03'22"W 269.71'50.00' Storm EasementBk 2016, Pg 1628730.00' Existing SanitarySewer Easement Bk 2003, Pg646812.50' Existing Ingress/EgressEasement Bk 2016, Pg 1628712.50' Existing Ingress/EgressEasement Bk 2016, Pg 1628725.00' Existing Ingress/EgressEasement Bk 2016, Pg 16287(To Be Vacated)30.00' Existing Ingress/EgressEasement Bk 2016, Pg 1628730' SETBACK1A 1A 1G 1C1D 2E 1G 1G 1A 1B 1G 2.0'46.1'2.0'57.0' 2.0'2.0'2.0'2D 1B 1A 1A 1B 1F 2F 1A 1A 1A 2B 2C 1B 2G 2G 1B 1E 1B 1B 2B 14.9' 17.1' 2F 1A 1B 2I 1B 1B 2J 2H2I 2A 2B 1D 1H BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No: Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comMAATLSJLH02/16/202110'121.0097.01C200121.0097.01 C200WAUKEE DENTAL CLINIC EXPANSIONDEMOLITION PLANWAUKEE, IAPER CITY COMMENTSPER CITY COMMENTS 03/02/2103/16/21 TLSTLS 12 TTN-RRW-SSV:\Projects\2021\121.0097.01\CADD\SP02_1210097_DEMO.dwg LORENA WASION, DEMOLITION PLAN, 2021/03/16, 9:31 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET 0 10 DEMOLITION PLAN CONSTRUCTION NOTES 1. EXISTING FEATURES, PROTECT THE FOLLOWING: A. PAVEMENTS TO REMAIN. B. PROTECT EXISTING UTILITIES NOT SCHEDULED FOR DEMOLITION. COORDINATE ANY RELOCATIONS OR ADJUSTMENTS WITH UTILITY SERVICE PROVIDER AS NECESSARY. ANY DAMAGES TO EXISTING UTILITIES THAT ARE NOT SCHEDULED FOR MODIFICATION OR DEMOLITION SHALL BE REMEDIED AT THE CONTRACTORS EXPENSE WITH THE WORK BEING PERFORMED TO THE UTILITY OWNER'S SPECIFICATION. C. MONUMENT SIGN. D. LIGHT POLE. E. BUILDING. F. TRANSFORMER, PAD, AND AGGREGATE MOAT. G. PLANT MATERIAL. H. EXISTING WATER SERVICE CURB STOP TO REMAIN. 2. DEMOLITION, REMOVE THE FOLLOWING: A. EXISTING PAVEMENT TO LIMITS SHOWN. B. EXISTING UTILITIES. COORDINATE DISCONNECT AND REMOVAL OR RELOCATION WITH UTILITY PROVIDER AND BUILDING OWNER TO ENSURE MINIMIZING SERVICE DISRUPTION TO BUILDING. C. AC UNITS AND PADS. D. LIGHT POLES AND BASE. E. TRASH ENCLOSURE, PCC FOOTINGS AND PCC FLOOR SLAB. CONTRACTOR TO COORDINATE TEMPORARY DUMPSTER LOCATION WITH WASTE HANDLER DURING CONSTRUCTION. F. TREES/SHRUBS/PLANTING BED. G. ROOF DRAINS AND DRAIN TILE (REMOVE FOOTAGE ONLY AS REQUIRED). H. SANITARY SEWER SERVICE AND CLEANOUT. COORDINATE REMOVAL OF SANITARY SERVICE WITH OWNER TO ENSURE UNINTERRUPTED SERVICE DURING REGULAR DENTAL CLINIC OFFICE HOURS. I. WATER SERVICE. COORDINATE REMOVAL OF WATER SERVICE WITH OWNER TO ENSURE UNINTERRUPTED SERVICE DURING REGULAR DENTAL CLINIC OFFICE HOURS. J. IRRIGATION. DEMOLITION LEGEND PAVEMENT REMOVAL SIDEWALK REMOVAL 2"W ACAC 103WaukeeDental360 Light w/No ParkingSign360 Light360 Light360 LightExistingBuildingF.F.E.=1038.86F.F.E.=1038.888"ST(Map Location) 8"ST(Map Location)SE LAUREL STREET6.0'5.0'2.0'46.1' 9.0' TYP R5.0'R5.0'5.0' 9.0' TYP 6.0'6.0' 3.0' 59.1'38,174 SF0.88 AC1S0°02'45"E 270.70' R=250.00' I=20°16'00" L=88.43' LCB=N79°49'18"W LC=87.97' R=250.00' I=11°05'04" L=48.37' LCB=N75°13'51"W LC=48.29' N0°03'22"W 269.71'50.00' Storm EasementBk 2016, Pg 1628730.00' Existing SanitarySewer Easement Bk 2003, Pg646812.50' Existing Ingress/EgressEasement Bk 2016, Pg 1628712.50' Existing Ingress/EgressEasement Bk 2016, Pg 1628725.00' Existing Ingress/EgressEasement Bk 2016, Pg 16287(To Be Vacated)30.00' Existing Ingress/EgressEasement Bk 2016, Pg 1628730' SETBACK2.6'6.0'3.1'17.0'2.0'17.0'PROPOSED ADDITION (1,392 SF) FFE=1038.88 3ATYP 3B 2B 2A 2E 4A 5 2E 2A 2I 2D 2D 3A 7 12 6D6C 15LF OF 6"SAN@ 1.0% MIN 6A 6B 9 8 10 10 10 8.3' 165°2H 11C 2H 11B 2G 11A 2J RIM=1038.50 INV=1023.88 (VERIFY) R5. 0 ' 1A 1B 2C 1B 1A 1B 5 1B 11B 1A 1B 1B 2C 1A 1B INV=1023.70 (6" SERVICE) INV=1017.08 (8" MAIN)25.0' B/B25.0' B/B2.0'31.0' B/B 24.0'58.0'8 13 2F 2K Ex.8"WEx.8"WEx.2"WBYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No: Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comMAATLSJLH02/16/202110'121.0097.01C300121.0097.01 C300WAUKEE DENTAL CLINIC EXPANSIONDIMENSION AND UTILITY PLANWAUKEE, IAPER CITY COMMENTSPER CITY COMMENTS 03/02/2103/16/21 TLSTLS 12 TTN-RRW-SSV:\Projects\2021\121.0097.01\CADD\SP03_1210097_DIMS.dwg LORENA WASION, DIMENSION AND UTILITY PLAN, 2021/03/16, 9:31 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET 0 10 DIMENSION PLAN CONSTRUCTION NOTES 1.PROTECT ALL SITE FEATURES NOT SCHEDULED FOR DEMOLITION OR MODIFICATION. ANY DAMAGES TO ITEMS NOT SHOWN FOR REMOVAL SHALL BE REQUIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUTADDITIONAL COMPENSATION. A.EXISTING PAVEMENTS TO REMAIN.B.EXISTING UTILITIES. COORDINATE ANY NECESSARY RELOCATIONS OR ADJUSTMENTS WITH THE OWNER AND UTILITY PROVIDER PRIOR TO CONSTRUCTION. ADJUSTMENTS OF UTILITY APPURTENANCE TO FINISH GRADE IS CONSIDEREDINCIDENTAL TO THE PROJECT. 2. PAVEMENTS, PROVIDE THE FOLLOWING:A.5" DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. B.INTEGRAL CURB. SEE DETAIL ON THIS SHEET.C.6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. D.6" STANDARD CURB, SEE DETAIL ON THIS SHEET.E.PCC STOOP. SEE ARCHITECTURAL PLANS FOR DETAILS. F.WINDOW WELL WITH GRATE. SEE ARCHITECTURAL PLANS FOR DETAILS. G.NO CURB.H.TAPER CURB IN 6'. I.BUMPER STOPS (PCC).J.ADJUST CURB AS REQUIRED TO AVOID LIGHT POLE AND BASE. K.PROVIDE 12" EXPANSION JOINT MATERIAL. 3.PAVEMENT MARKINGS, PROVIDE THE FOLLOWING:A.4" PAINTED PARKING STALL LINES, WHITE. B.45° STRIPING AT 3' O.C. WHERE SHOWN. 4. SITE AMENITIES, PROVIDE THE FOLLOWING: A.TRASH ENCLOSURE. SEE DETAILS ON SHEET C101 AND ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS. 5.SEE ARCHITECTURAL DRAWINGS FOR DETAILED BUILDING CONSTRUCTION INFORMATION. 6.SANITARY SEWER SERVICE, PROVIDE THE FOLLOWING.A.6" SANITARY SEWER SERVICE. B.CONNECT TO EXISTING 6" SANITARY SEWER SERVICE RISER PIPE AT ELEVATION REFLECTED ON PLANS.C.SANITARY SERVICE CLEANOUT. D.CONNECT TO PROPOSED BUILDING SERVICE. COORDINATE LOCATION, INVERT, ELEVATION AND SIZE WITH PLUMBING PLANS. 7. GAS METER. REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR INFORMATION REGARDING LOCATION OF GAS METER AND REROUTING OF GAS SERVICE. GAS LINE AND METER RELOCATIONS WILL BE BILLED TO THE CONTRACTOR. 8. AC UNITS AND PADS. REFER TO TO ARCHITECTURAL AND MECHANICAL PLANS FOR INFORMATION REGARDING RELOCATION AND INSTALLATION. 9. ELECTRICAL METER. REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR INFORMATION REGARDING RELOCATION AND INSTALLATION. 10. ELECTRICAL SERVICE. CONTRACTOR TO COORDINATE RELOCATION WITH ARCHITECT, OWNER AND UTILITY PROVIDER. RELOCATION ROUTE ON PLANS FOR ILLUSTRATION PURPOSES ONLY. 11. WATER SERVICE. 5.5' MINIMUM DEPTH. PROVIDE PIPE AND STRUCTURES AS NOTED ON PLANS. A.CONNECT TO EXISTING WATER SERVICE. COORDINATE INSTALLATION AND REQUIREMENTS WITH CITY OF WAUKEE.B.2" WATER SERVICE LINE WITH VALVES, FITTINGS AND BENDS AS NECESSARY. COORDINATE LOCATION, ELEVATION AND BUILDING CONNECTION WITH ARCHITECTURAL AND MECHANICAL PLANS.C.ADJUST EXISTING CURB STOP ELEVATION AS REQUIRED. 12. IRRIGATION SERVICE. RELOCATE IRRIGATION PIPING AND VALVES. COORDINATE WITH ARCHITECTURAL AND MECHANICALPLANS FOR DETAILS. 13. PROVIDE SPLASH BLOCK AT DOWNSPOUT OUTLET LOCATION. 3 C300 TYPICAL PAVEMENT CROSS SECTIONS NO SCALE PCC PAVEMENT SECTION PCC SIDEWALK SECTION PCC PAVEMENT, SEE PLANS FOR THICKNESS & LOCATIONS 12" DEPTH PREPARED SUBGRADE 2 - 6" LIFTS UNLESS NOTED OTHERWISE SIDEWALK PAVEMENT, SEE PLANS FOR THICKNESS & LOCATIONS 6" DEPTH PREPARED SUBGRADE FORM GRADE ELEV. SLOPE ASPER PLANS 1 C300 6-INCH STANDARD CURB NO SCALE6"4 12" 7 12" 2 C300 INTEGRAL SIDEWALK AND CURB DETAIL NO SCALE 2% MAX 3"ADJACENT PAVEMENT SIDEWALK 12"18" 4" MIN R3" R3" 1" RADIUS SEALED 'E' JOINT PAVEMENT LEGEND 5" PCC SIDEWALK 6" PCC PAVEMENT 104010401 0 3 7 10 3 8 103910391040103910371038WaukeeDental360 Light w/No ParkingSign360 Light360 LightExistingBuildingF.F.E.=1038.86F.F.E.=1038.888"ST(Map Location) 8"ST(Map Location)SE LAUREL STREET6"SAN 2"W ACAC38,174 SF0.88 AC1S0°02'45"E 270.70' R=250.00' I=11°05'04" L=48.37' LCB=N75°13'51"W LC=48.29' N0°03'22"W 269.71'50.00' Storm EasementBk 2016, Pg 1628730.00' Existing SanitarySewer Easement Bk 2003, Pg646812.50' Existing Ingress/EgressEasement Bk 2016, Pg 1628712.50' Existing Ingress/EgressEasement Bk 2016, Pg 1628725.00' Existing Ingress/EgressEasement Bk 2016, Pg 16287(To Be Vacated)30.00' Existing Ingress/EgressEasement Bk 2016, Pg 1628730' SETBACK10381038103910391038(1037.91)(1039.08) (1038.12)(1038.59) (1038.58) (1037.92)(1038.77) (1038.50) (1038.42) (1039.48) (1039.38) 1038.88 10 3 8 . 8 5 10 3 8 . 8 5 1038.75 1038.60 1038.70 1038.881038.831038.831038.831038.351 0 3 8 . 3 8 1 0 3 8 . 7 3 T C 1 0 3 8 . 2 3 1038.30OVERFLOW1 0 3 8 . 3 0 1038.40 1038.75 1038.751039.25TC (1038.18) (1038.27)(1038.10) 1 0 3 8 . 7 3 T C1038.231038 ●●●●●●●●●●●●●●●●71LF OF 8"HDPE @1% MIN SLOPE (PROVIDE ALL REQUIRED FITTINGS) CONNECT ROOF DRAIN TO EXISTING 8" HDPE STORM PIPE. PROVIDE ALL REQUIRED FITTINGS (REFER TO ARCHITECTURAL PLANS FOR LOCATION) INV=1034.76 (VERIFY) CONNECT ROOF DRAIN TO EXISTING 8" HDPE STORM PIPE. PROVIDE ALL REQUIRED FITTINGS (REFER TO ARCHITECTURAL PLANS FOR LOCATION) INV=1034.76 (VERIFY) CONNECT ROOF DRAIN AND NEW 8" HDPE PIPE TO EXISTING 8" HDPE STORM PIPE. PROVIDE ALL REQUIRED FITTINGS. 1038.751038.70 1038.651038.75 ST-1, 10" NYLOPLAST DRAIN BASIN RIM=1037.50 INV=1035.44 SILT FENCE 1038.68-2.13%-2.10%-7.73%100-Year Elevation=1037.66' PROPOSED ADDITION (1,392 SF) FFE=1038.88 -8 .17%-5.11% -7.75%-11.31%-3.30%1038.73●●SILT FENCE 1038.691038.841038.821038.771038.741038.65 1038.65 1038.65 360 Light1038.881038.831038.831038.831038.351038.381 0 3 8 . 7 3 T C 1 0 3 8 . 2 3 1038.30OVERFLOW1 0 3 8 . 3 0 1038.401038.73TC1 0 3 8 . 2 3 71LF OF 8"HDPE @1% MIN SLOPE (PROVIDE ALL REQUIRED FITTINGS) 1038.65 -3.30%1038.73-8.00%-0.83%-1.69%-0.51%0.00%-5.83%-1.33%BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No: Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comMAATLSJLH02/16/202110'121.0097.01C400121.0097.01 C400WAUKEE DENTAL CLINIC EXPANSIONGRADING AND EROSION CONTROL PLANWAUKEE, IAPER CITY COMMENTSPER CITY COMMENTS 03/02/2103/16/21 TLSTLS 12 TTN-RRW-SSV:\Projects\2021\121.0097.01\CADD\SP04_1210097_GRDG.dwg LORENA WASION, GRADING AND EROSION CONTROL PLAN, 2021/03/16, 9:31 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET 0 10 GRADING NOTES 1. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL ON ALL AREAS TO BE CUT OR FILLED. STRIPPED SOILS MAY NEED TO BE STORED OFFISITE AND THEN HAULED BACK ON SITE. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES. 2. ANY EXCESS CUT TO BE REMOVED FROM THE SITE DURING CONSTRUCTION. IMPORT TOP SOIL AS NEEDED ONTO SITE TO PROVIDE MINIMUM 8" DEPTH IN SOD AND LANDSCAPE AREAS. 3. SOD ALL AREAS DISTURBED. 4. EROSION CONTROL. PLACE SILT FENCE AS SHOWN AND MAINTAIN UNTIL SOD HAS BEEN INSTALLED. COMPLY WITH EROSION CONTROL LAW. 5. PROVIDE BELOW GRADE INLET PROTECTION IN PAVED AREAS FOLLOWING PAVING OPERATIONS. QUANTITIES SOD =3,372 SF (.08 AC) SILT FENCE =138 LF BENCHMARKS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET BM500 ELEV=1038.61 BURY BOLT ON HYDRANT, CENTER OF ISLAND AT NORTHWEST CORNER OF SITE, SOUTHEAST OF CENTRAL BANK SIGN. TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Profile View) FLOW 'T' STEELFENCE POST4'-0" MINSEE PLANS FOR SPACING TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Plan View) DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES ATTACHMENT TO POST 200'-0" MAX LENGTH PER SECTION 600'-0" IF SLOPE IS FLATTER THAN 5%36"24"8'-0" SPACING TYPICAL SILT FENCE DITCH CHECK BACKSLOPEFORE S L O P E VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH) POST SPACING (5'-0" MAX) POST SPACING 5'-0" MAX)2"MIN20" MIN1 1 2 GROUND LINE FABRIC GROUND CONTOURSINSTALL "J-HOOK" AT EACH END OF AN INDIVIDUAL SECTION OF SILT FENCE INSTALL PARALLEL TO GROUND CONTOUR FABRICGROUND LINE FABRIC POST WIRE OR CABLE TIES 2 2 2 C400 SILT FENCE DETAIL NO SCALE 1 INSERT 12 INCHES OF FABRIC A MINIMUM OF 6 INCHES DEEP (FABRIC MAY BE FOLDED BELOW THE GROUND LINE. 2 REDUCE POST SPACING TO 5'-0" AT WATER CONCENTRATION AREAS, OR AS REQUIRED TO ADEQUATELY SUPPORT FENCE. 1 C400 DOWNSPOUT CONNECTION DETAIL NO SCALE DOWNSPOUT (VERIFY LOCATIONS ON ARCHITECTURAL PLANS) 8" HDPE PERIMETER SEALANT AT JOINT DOWNSPOUT. PROVIDE ADAPTOR TO DOWNSPOUT AND CONNET TO CAP CAP WITH SQUARE CUT O.C. NOTES: CONTRACTOR IS RESPONSIBLE FOR CONNECTING ROOF DRAIN STORM SEWER SYSTEM. SEE PLANS FOR ALL INVERTS. (CONTRACTOR TO VERIFY INVERT ELEVATIONS) TO STORM SEWERBUILDINGBUILDING AREA A SCALE: 1"=5' AREA A 6"SAN 2"W AC AC103510351035103210321033103310341034103410361037103710 3 7103710371037 104010401 0 3 7 10 3 8 10391040104010381039103910401039103710381038 103BM500Intake=1036.12F.L.=1032.78 12" CPP N12" ST(C)12" ST(C)F.L.=1032.6712" CPP SWF.L.=1031.0615" RCP NEF.L.=1031.9112" CPP SWWaukee DentalCentral BankWaukeeDentalIntake=1036.31F.L.=1032.52 6" CPP SF.L.=1032.43 12" CPP NRim=1040.11F.L.=1025.78 30" RCP SF.L.=1025.75 30" RCP WRim=1039.38Inv.=1017.74 8" TRUSS SInv.=1017.66 8" TRUSS W360 Light360 Light360 Light360 Light w/No ParkingSign360 Light360 Light360 Light360 LightExistingBuildingF.F.E.=1038.86F.F.E.=1038.888"ST(Map Location) 8"ST(Map Location)SE LAUREL STREET38,174 SF0.88 AC150.00' Storm EasementBk 2016, Pg 1628730.00' ExistingSanitary SewerEasement Bk 2003,Pg 646825.00' ExistingIngress/EgressEasement Bk 2016,Pg 1628712.50' Existing Ingress/EgressEasement Bk 2016, Pg 1628712.50' Existing Ingress/EgressEasement Bk 2016, Pg 1628725.00' Existing Ingress/EgressEasement Bk 2016, Pg 16287(To Be Vacated)10.00' Existing Public UtilityEasement Bk 2016, Pg 1628716.50' Existing TelephoneEasement Bk 495, Pg 44030.00' Existing Ingress/EgressEasement Bk 2016, Pg 1628730' Building Setback Line30' SETBACK1-GT 1-GT 1-AP 1-AP 1-PS 1-PS 3-AM 3-SB 9-SB 1-AM 5-CS1-AM BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No: Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comMAATLSJLH02/16/202110'121.0097.01C500121.0097.01 C500WAUKEE DENTAL CLINIC EXPANSIONPLANTING PLANWAUKEE, IAPER CITY COMMENTSPER CITY COMMENTS 03/02/2103/16/21 TLSTLS 12 TTN-RRW-SSV:\Projects\2021\121.0097.01\CADD\SP05_1210097_LAND.dwg LORENA WASION, PLANTING PLAN, 2021/03/16, 9:32 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET 0 20 PLANT SCHEDULE SB Spiraea betulifolia BIRCHLEAF SPIREA 'TOR' SHADEMASTER HONEYLOCUSTGleditsia triacanthos f. inermis 'Shademaster' 112" CAL. GLOSSY BLACK CHOKEBERRY 6' HT. AM GT EASTERN WHITE PINEPS BOTANICAL NAME 6' HT. COMMON NAME CRIMSON SENTRY MAPLEAcer Platanoides 'Crimson Sentry'AP KEY COMMENTS B&B SIZE B&B Pinus Strobus Aronia melanocarpa var. elata CONT. (3.0' O.C.)24' HT. 24" HT. B&B 2 QTY 2 2 8 5 NOTE: QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY PLANT MATERIAL PRIOR TO BIDDING. IN THE CASE OF A DISCREPANCY, THE PLAN QUANTITY SHALL GOVERN. PLANTING PLAN GENERAL NOTES A. UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND / OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. B. NOTIFY UTILITY COMPANIES PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE AND EXACT LOCATION AND DEPTH OF ALL UTILITIES AND AVOIDING DAMAGE TO UTILITIES AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE WITH UTILITY COMPANIES DURING CONSTRUCTION. C. CONTRACTOR TO USE CAUTION WHEN EXCAVATING FOR IMPROVEMENTS. IF EXISTING UTILITIES ARE SHALLOW IN PLANTING AREA, CONTRACTOR SHOULD HAND DIG PLANTING PIT IN ORDER TO AVOID DAMAGE TO EXISTING UTILITIES D. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WORK WITH OTHER CONTRACTORS OR UTILITY PROVIDERS IN THE SAME VICINITY. E. ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN STANDARDS FOR NURSERY STOCK" (ANSI Z60.1-LATEST EDITION). ALL PLANTS ARE TO BE INSPECTED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY PLANTS NOT MEETING SPECIFICATIONS MAY BE REJECTED BY LANDSCAPE ARCHITECT. F. CONTRACTOR TO CONFIRM PLANT MATERIAL DOES NOT HAVE ROOT GROWTH OR BURIED ROOT COLLARS THAT WILL IMPEDE VIGOROUS PLANT GROWTH OR LONG TERM LONGIVITY. G. THE CONTRACTOR SHALL MAINTAIN AND CARE FOR ALL PLANTS DURING THE ESTABLISHMENT AND WARRANTY PERIOD IN ACCORDANCE WITH THE SPECIFICATIONS. THE CONTRACTOR SHALL WARRANTY THE PLANT MATERIAL FOR THE DURATION OF THE ESTABLISHMENT AND WARRANTY PERIOD. THE ESTABLISHMENT PERIOD SHALL BEGIN AT DATE OF PROJECT ACCEPTANCE. A PLANT INSPECTION SHALL BE MADE AT THE END OF THE ESTABLISHMENT PERIOD AND AGAIN PRIOR TO THE EXPIRATION OF THE WARRANTY PERIOD. REPLACEMENTS OF PLANT MATERIAL SHALL BE MADE IN ACCORDANCE WITH THE SPECIFICATIONS. H. CONTRACTOR TO WARRANTY ALL SEEDING AND PLANT MATERIAL FOR 1 YEAR FROM PROJECT ACCEPTANCE. I. ALL PLANTS SHALL BE DELIVERED, STORED, HANDELED, PLANTED, STAKED, WRAPPED, MAINTAINED AND WATERED TO PROPERLY ESTABLISH A HEALTY ESTABLISHMENT AND GROWTH. J. PLANTS SHALL BE PLANTED WITHIN THE SPECIFIED DATES, UNLESS APPROVED BY ENGINEER. 1. EVERGREEN PLANTS: SEPTEMBER 1 TO OCTOBER 15 AND IN SPRING PRIOR TO JUNE 1, BUT NOT AFTER CANDLES EXCEED 1 INCH. 2.DECIDUOUS PLANTS (B&B AND CONTAINER): AUGUST 15 TO NOVEMBER 15 AND IN SPRING PRIOR TO JUNE 1. 3. CONTRACTOR MAY CONDUCT PLANTING IN UNSEASONABLE CONDITIONS, EXCEPT WEATHER BELOW 32°F OR ABOVE 90°F. NO VARIANCE FROM PLANT WARRANTY OR OTHER REQUIREMENTS WILL BE PROVIDED FOR PLANTS INSTALLED OUTSIDE THE SPECIFIED PERIODS. K. PLANT QUALITY: ALL PLANTS SHALL BE TRUE TO SPECIES, SIZE AND VARIETY SPECIFIED. SUBSTITUTIONS OF PLANT MATERIALS IS NOT PERMITTED UNLESS AUTHORIZED IN WRITING BY THE ENGINEER. ALL PLANT MATERIAL SHALL BE GROWN IN ZONE CAPABLE OF WITHSTANDING LOCAL CLIMATE AND GROWING CONDITIONS. ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY, HEALTHY, FREE OF DISEASE AND INSECTS AND SHALL HAVE A HEALTHY WELL DEVELOPED ROOT SYSTEM. PLANTS SHALL BE FREE FROM DAMAGE OR CONDITIONS THAT WOULD PREVENT VIGOROUS GROWTH. L. CONTRACTOR TO ENSURE PROPER DRAINAGE EXISTS IN PLANTING PIT PRIOR TO INSTALLATION. FOLLOWING EXCAVATION OF PLANTING PIT FOR ALL TREES, FILL THE PIT FULL OF WATER; ALLOW TO STAND (WITHOUT ADDING WATER) FOR AN 18 HOUR PERIOD TO DETERMINE POROSITY OF THE SOIL. IF THE PIT IS NOT DRAINED, SOILS ARE TOO IMPERVIOUS AND CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER. M. SODDING: 1. CONTRACTOR TO SOD ALL AREAS DISTRURBED BY CONSTRUCTION NOT OTHERWISE SPECIFIED. 2.REMOVE EXISTING VEGETATION AND WEED GROWTH PRIOR TO SODDING. 3. PROVIDE 20-26-6 COMMERCIAL FERTILIZER OR EQUIVALENT UNITS OF NITROGEN (N), PHOSPHATE (P), AND POTASH (K) BY WEIGHT AT THE RATE OF 200 POUNDS PER ACRE. INCORPORATE FERTILIZER INTO SOIL TO A DEPTH OF 1 1/2 INCHES PRIOR TO PLACING SOD. 4.DO NOT SOD ON FROZEN GROWN OR BETWEEN JUNE 15-AUGUST 15, UNLESS OTHERWISE APPROVED BY OWNER. 5. PROVIDE WELL-ESTABLISHED (NO LESS THAN 12 MONTHS OLD), WELL ROOTED, HEALTHY, NURSERY-GROWN SOD BLEND OF IMPROVED KENTUCKY BLUEGRASS. SOD SHALL HAVE A UNIFORM COLOR, LEAF TEXTURE AND DENSITY. SOD SHALL CONSIST OF A MINIMUM OF TWO AND NO MORE THAN FOUR CULIVARS SELECTED FROM THE FOLLOWING LIST: 4-SEASONS CONCERTO PROSPERITY, ARROWHEAD EVEREST RIDGELINE, AWARD EVERGLADE RUBICON, BEWITCHED LIBERATOR RUGBY II, BEYOND MIDNIGHT RUSH, BLUE CHIP PLUS NUBLUE SKYE, BLUEBERRY NUDESTINY, BLUENOTE NUGLADE OR APPROVED EQUAL. 6.ENSURE SOD IS FREE FROM OBJECTIONABLE GRASSES AND BROADLEAF WEEDS, ROOTS OF TREES OR SHRUBS, STONES, THATCH, AND OTHER OBJECTIONABLE MATERIALS, NEMATODES AND SOIL-BORN INSECTS, AND FREE FROM DISEASE. SOD WILL BE CONSIDERED FREE OF WEEDS IF LESS THAN TWO SUCH PLANTS ARE FOUND PER 100 SQUARE FEET OF AREA. 7. MOW AT A HEIGHT OF 2 INCHES PRIOR TO CUTTING. CUT SOD WITH A SOD MACHINE IN STRIPS OF UNIFORM WIDTH AND LENGTH, WITH SQUARE ENDS. CUT TO A UNIFORM SOIL THICKNESS OF APPROXIMATELY 1/2 INCH TO 1 INCH; THICKNESS MEASUREMENT EXCLUDES TOP GROWTH. 8.ENSURE PROPER SOD INSTALLATION ON DAMP SOIL. SOD SHALL BE MOIST WHEN PLACED. DO NOT ALLOW SOD TO DRY OUT. 9. CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND MAINTAINING HEALTH OF SOD THROUGH MAINTENANCE PERIOD. MAINTENACE PERIOD IS 30 DAYS FROM INSTALLATION OR UNTIL PROJECT ACCEPTANCE, WHICHEVER IS GREATER. 2 C500 DECIDUOUS TREES STAKING DETAIL NO SCALE SEE PLANTING PIT DETAILS STAKING PLAN (TREES 2 1/2" DIA OR SMALLER) PLACE ON STAKE TO SOUTHWEST FLAGGING MATERIAL 5 4 1 2'-6"MIN12 TO 23 TREE HEIGHT(4'-0" MIN)8' ROLLED STEEL FENCE POST 2 3 NOTES: 1 6" LONG POLYROPYLENE OR POLYETHYLENE, 40 MIL. THICK AND 1.5" WIDE STRAPS. ATTACH WITH 10 GA. WIRE OR APPROVED EQUAL. 2 STEEL POSTS TO BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACE STAKES OUTSIDE OF PLANTING HOLE AND 6" BEYOND TREE DRIPLINE. DRIVE PLUMB REGARDLESS OR GROUND SLOPE. 3 AVOID PLACING STAKES OUTSIDE PLANTING BEDS. ANY STAKES PLACED OUTSIDE PLANTING BEDS REQUIRE APPROVAL BY OWNER AND MUST BE FLAGGED TO WARN PEDESTRIANS. 4 FLAGGING MATERIAL: BRIGHTLY COLORED, MINIMUM 12 SQUARE INCHES. 5 PROVIDE TREE PROTECTION OR WRAP, ONLY IF SPECIFIED. 1 C500 TYPICAL TREE PLANTING PIT DETAIL NO SCALE NOTES: 1 PROVIDE A WIDE SHALLOW SAUCER-SHAPED PLANTING HOLE TO THE DIAMETER SPECIFIED IN DETAIL. TREES PLANTED IN NARROW DEEP PLANTING HOLES WILL HAVE TO BE REMOVED AND REPLANTED. 2 CHECK FOR CIRCLING ROOTS IN ROOT BALL PRIOR TO PLANTING. IF CIRCLING ROOTS ARE FOUND, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR REVIEW. REMOVE ALL ADVENTITIOUS AND GIRDLING ROOTS. PLANTS WITH CIRCLING ROOTS THAT IMPEDE THE HEALTHY ESTABLISHMENT OF THE TREE WILL BE REJECTED. 3 ROOT COLLAR IS NOT ALWAYS LOCATED AT THE TOP OF ROOT BALL. VERIFY LOCATION OF ROOT COLLAR PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IF ROOT COLLAR IS NOT LOCATED AT THE TOP OF ROOT BALL FOR REVIEW. REMOVE SOIL ABOVE TOP STRUCTURAL ROOTS TO TRUNK FLARE. PLANTS WITH BURIED ROOT COLLARS THAT IMPEDE THE HEALTHY ESTABLISHMENT OF THE TREE WILL BE REJECTED. 4 SET TREE PLUMB. MAINTAIN THROUGHOUT WARRANTY. REMOVE ALL FLAGGING AND LABELS AFTER OWNER APPROVAL. 5 PRUNE BROKEN, DEAD OR POOR BRANCHING. TREE PRUNING TO BE CONDUCTED BY A CERTIFIED ARBORIST AND IN ACCORDANCE WITH ANSI STANDARDS. TREES SHOULD BE TRIMMED TO PROVIDE A MINIMUM 7' HT CLEARANCE ALONG STREET AND SIDEWALKS. 6 WATER TREE IMMEDIATELY AFTER PLANTING. REMOVE ALL NON-BIODEGRADABLE MATERIAL, SYNTHETIC MATERIALS; SUCH AS, CONTAINERS, SYNTHETIC BURLAP, STRAPPING, PLASTIC OR OTHER MATERIAL, THAT WILL IMPEDE THE GROWTH OF THE PLANT MATERIAL. REMOVE ALL TWINE. FOR NATURAL FIBER BURLAP, REMOVE MINIMUM TOP 12 OF BURLAP AND WIRE BASKET. CHECK ROOT BALL FOR CIRCLING ROOTS. SEE NOTES. IF SPECIFIED: AFTER PLANTING, ROTOTILL A RING AROUND BACK FILL AREA. AREA TO BE MINIMUM 6" DEPTH AND MINIMUM 4' RADIUS OF PLANTING PIT OR TO EDGE OF PAVEMENT, WHEN LESS THAN 4' PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL TAMP A SMALL AMOUNT OF SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE TO STABILIZE THE ROOT BALL FINISH GRADE TAPER MULCH AT TUR EDGE OR PAVEMENT EDGE 2" HEIGHT WATER RETENTION BERM BEYOND EDGE OF ROOT BALL MINIMUM 6" LARGER WIDTH THAN DIAMETER OF TREE CANOPY, 3" DEPTH SHREDDED HARDWOOD MULCH RING. DO NOT PLACE MULCH WITHIN 6" OF TRUNK CONFIRM LOCATION OF ROOT COLLAR AND FLARE PRIOR TO DIGGING PLANTING PIT. REMOVE EXCESS SOIL AND EXPOSE ROOT FLARE AND TO DETERMINE PROPER SETTING AND DEPTH OF PLANTING PIT. SET ROOT COLLAR AND ROOT FLARE 2" ABOVE FINISH GRADE. SCARIFY SIDES AND BOTTOM OF PIT TO INCORPORATE SOILS AND PROVIDE 45 ° SLOPE SIDES BACKFILL HOLE WITH LOOSE NATIVE TOPSOIL. BACKFILL 23 WAY THAN WATER IN TREE. ALLOW WATER TO COMPLETELY SOAK INTO SOIL BEFORE PLACING REMAINING BACKFILL. DO NOT TAMP OR STEP ON SOIL. ADD REMAINING SOIL AND WATER A SCOND TIME.DEPTH OFROOT BALLOR CONTAINERROOT SYTEMDIG HOLE ONLY TO DEPTH OF ROOT BALL MINUS 2" OF EXPOSED ROOT FLARE. SCARIFY SIDES AND BOTTOM OF PIT MIN. 3XROOT BALL OF TREE ROOT BALL CROWN 2" ABOVE GRADE PLANTING PLAN REQUIREMENTS SITE:=38,174 SF (0.88 AC) OPEN SPACE REQUIRED =7,635 SF (0.17 AC) (20%) PROVIDED =12,643 SF (0.29 AC) (33%) OPEN SPACE PLANTS REQUIRED 1 TREE / 1,000 SF OF REQUIRED OPEN SPACE =8 TREES REQUIRED, 8 PROVIDED 1 SHRUBS / 1,000 SF OF REQUIRED OPEN SPACE =8 SHRUBS REQUIRED, 8 PROVIDED (25% OF TREES PROVIDED ARE EVERGREEN AND A MINIMUM OF 50% ARE OVERSTORY TREES) PARKING SETBACK PLANTS REQUIRED (NOT IN ADDITION TO OPEN SPACE TREE REQUIREMENT) 1 DECID. TREE / 40 LF OF FRONTAGE OF PUBLIC ROW (134') =3 TREES REQUIRED, 3 PROVIDED OFF-STREET PARKING AREAS (NOT IN ADDITION TO OPEN SPACE TREE REQUIREMENTS) ALL REQUIRED PARKING ISLANDS SHALL BE PLANTED WITH ONE ORNAMENTAL OR DECIDUOUS TREE 6 TOTAL ISLANDS REQUIRED. 6 TOTAL TREES REQUIRED 6 TOTAL ISLANDS PROVIDED, 6 TOTAL TREES PROVIDED SHRUBSEVERGREENTREESOVERSTORYTREESCONT. (5.0' O.C.) ARTIC FIRE DOGWOODCSCornus Stolonifera 'Artic Fire'24" HT.5 CONT. (3.0' O.C.) EXISTING STONE VENEEREXISTING STONE BANDING & WINDOW TRIMEXISTING STANDING SEAM METAL ROOFEXISTING BRICK VENEEREXISTING STOREFRONTEXISTING PRE-FINISHED METAL SOFFIT, GUTTER & FASCIA TRIMNEW ADDITION BEYONDNEW ADDITION BEYONDEXISTING BUILDINGNEW ADDITIONMATCH EXISTING STONE BANDING, DOOR & WINDOW TRIMMATCH EXISTING BRICK VENEERMATCH EXISTING PRE-FINISHED METAL SOFFIT, GUTTER, AND FASCIA TRIMMATCH EXISTING DOWNSPOUTSMATCH EXISTING STANDING SEAM METAL ROOFINGMATCH EXISTING STONE VENEERMATCH EXISTING WINDOWS & DOORSEXISTING BUILDINGNEW ADDITIONf: 515.961.0468THIS PLAN IS THE PROPERTY OF DOWNING CONSTRUCTION INC.ANY USE WITHOUT WRITTEN PERMISSION IS STRICTLY PROHIBITED!PLAN NO. =DWG. LISTREVISIONSORIGINAL CONSTRUCTION DOCUMENTDRAWN BY: www.downingconstruct.comwww.downingplanroom.com509 East Scenic Valley Ave.Indianola, Iowa 50125p: 515.961.5386SCHEMATIC DESIGN PLAN(S) - NOT FOR CONSTRUCTIONPrecon. TeamSD-202Waukee Dental350 Hickman RoadWaukee, IA 5026320-010By OthersSCHEMATIC COLORELEVATIONS01/04/2021 - Civil Overlay01/12/2021 - SD Revs.01/18/2021 - SD Revs.02/17/2021 - SD Exteriors02/20/2021 - SD Updates--/--/----SCALE:1/4" = 1'-0"1COLOR - NORTH (FRONT) ELEVATIONSCALE: 1/8" = 1'-0"4COLOR - EAST ELEVATIONSCALE: 1/8" = 1'-0"3COLOR - SOUTH (REAR) ELEVATIONSCALE: 1/8" = 1'-0"2COLOR - WEST ELEVATION-PRE-FINISHED EXTERIOR METALNEW TO MATCH EXISTINGDARK BRONZE (ASSUMED)-BRICK VENEERNEW TO MATCH EXISTINGVERIFY IN FIELD--STONE VENEERNEW TO MATCH EXISTINGVERIFY IN FIELDINCLUDING BANDING-PRE-FINISHED EXTERIOR STOREFRONTSNEW TO MATCH EXISTINGDARK BRONZE (ASSUMED)