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Home My WebLink About2021-09-20-I12 Enterprise Business Park Plat 1 Lot 5_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: September 20, 2021 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Lot 5, Enterprise Business Park Plat 1 (35 NE Venture Drive) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: M&A Capital Partners, LLC, requests approval of a site plan for a 23,400 square foot building for contractor storage. A monument sign is shown at the southwest corner of the site off of NE Venture Drive. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Plan Ordinance. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the September 14, 2021 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Lot 5, Enterprise Business Park Plat 1 (35 NE Venture Drive) Senior Planner, Melissa DeBoer, introduced the request for approval of a site plan as submitted by the applicant M&A Capital Partners LLC, for a contractor storage building. The subject property is generally located north of NE Venture Drive and east of Warrior lane, containing approximately 1.53 acres. Mrs. DeBoer advised that the site plan identifies the construction of a 23,400 square foot contractor storage building and a monument sign at the southwest corner of the site off of NE Venture drive. Access will be provided off of NE Venture Drive into the site. A total of 40 parking spaces are provided with this project exceeding the required amount, and a five foot side walk is identified on the north side of NE Venture Drive. The site will be serviced with public utilities and storm water detention will be provided in a shared detention basin located to the north of the site. All Landscape, open space, and elevation requirements have been met at this time. Staff would recommend approval of the site plan for Lot 5 of Enterprise Business Park Plat 1 subject to remaining staff comments. Commissioner Hoifeldt moved to approve the Site Plan for Lot 5 of Enterprise Business Park Plat 1 subject to any remaining staff comments. Commissioner Streit seconded the motion. Ayes: Streit, Broderick, Hoifeldt, and Koshy. Nays: none. Motion carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. I12 RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Melissa DeBoer, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2021- APPROVING THE SITE PLAN FOR LOT 5, ENTERPRISE BUSINESS PARK PLAT 1 (35 NE VENTURE DRIVE) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for Lot 5, Enterprise Business Park Plat 1, subject to remaining staff comments on September 14, 2021; AND, WHEREAS, the Site Plan for Lot 5, Enterprise Business Park Plat 1 is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Lot 5, Enterprise Business Park Plat 1 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 20th day of September, 2021 that the Site Plan for Lot 5, Enterprise Business Park Plat 1 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 Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Lot 5, Enterprise Business Park Plat 1 – Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner REPORT DATE: September 10, 2021 MEETING DATE: September 14, 2021 GENERAL INFORMATION Applicant: M&A Capital Partners, LLC Owner: Thomas Dickson Engineer: Korey Marsh, P.E. – Snyder & Associates, Inc. Request: The applicant is requesting approval of a site plan for a contractor storage building. Location and Size: Property is located north of NE Venture Drive and east of Warrior Lane, containing approximately 1.53-acres. Property Address: 35 NE Venture Drive AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. September 10, 2021 2 of 2 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Community Commercial M-1 (Light Industrial District) North Waukee Community Church Community Commercial M-1 (Light Industrial District) South Self-Storage Mixed Use M-1 (Light Industrial District) East Industrial Warehouse Community Commercial M-1 (Light Industrial District) West Commercial Community Commercial M-1 (Light Industrial District) & C-1 (Community and Highway Service Commercial District) PROJECT DESCRIPTION The site plan identifies the construction of a 23,400 square foot contractor storage building. A monument sign is shown at the southwest corner of the site off of NE Venture Drive. ACCESS AND PARKING One access is provided to the site off of NE Venture Drive. A total of 34 parking spaces are required for this project. The total amount of parking proposed is 40 parking spaces, including two accessible spaces. The proposed site plan meets the parking requirements. SIDEWALKS/TRAILS A 5-foot-wide sidewalk will be constructed on the north side of NE Venture Drive. UTILITIES The site will be serviced with all public utilities. Water and sanitary will be brought in from the mains located along NE Venture Drive. Stormwater detention will be provided with a shared detention basin located to the north of this site. LANDSCAPING & OPEN SPACE A minimum of 15% of the project area is required to be open space. The total amount of open space proposed is 17%. The plantings shown on the landscape plan meet the minimum requirements of the Landscape & Open Space Ordinance. ELEVATIONS Colored building elevations are included for review. The building is proposed to be constructed mostly of Nichiha Stone, metal panel system and overhead doors. STAFF RECOMMENDATION Staff recommends approval of the site plan for Lot 5, Enterprise Business Park Plat 1 subject to remaining staff comments. HICKMAN ROAD NE VENTURE DR NE SUNRISE DR NE DARTMOOR DRNE WESTGATE DRWARRIOR LNSITE PLANS FOR LOT 5, ENTERPRISE BUSINESS PARK PLAT 1 35 NE VENTURE DRIVE CITY OF WAUKEE, DALLAS COUNTY, IOWA VICINITY MAP PROJECT LOCATION NOT TO SCALE OWNER THOMAS DICKSON 2164 NW 140TH ST CLIVE, IOWA 50325 DEVELOPER M&A CAPITAL PARTNERS, LLC 3693 NW 178TH CT CLIVE, IOWA 50325 CONTACT: MATT SCHILLING PHONE: (319) 330-0003 ENGINEER SNYDER &ASSOCIATES 2727 SW SNYDER BLVD ANKENY, IOWA 50023 CONTACT: KOREY MARSH PHONE: (515) 964-2020 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.comEDCRMBKMM07/19/2021500'121.0643C100121.0643 C100LOT 5, ENTERPRISE BUSINESS PARK PLAT 1TITLE SHEETWAUKEE, IOWAAS PER CITY COMMENTSAS PER CITY COMMENTS 08/17/2108/31/21 JRCJRC 12 TTN-RRW-SSV:\Projects\2021\121.0643.01\CADD\SP_1210643_PLAN.dwg JAKE R. CAMPOS, TITLE SHEET, 2021/08/31, 8:14 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Korey M. Marsh, P.E.Date License Number P25347 My License Renewal Date is December 31, 2022 Pages or sheets covered by this seal: KOREY M. MARSH P25347DPROFELNSEICEIONALENGINEER AIOW SS Index of Sheets Sheet Number Sheet Title C100 TITLE SHEET C101 PROJECT INFORMATION C200 DIMENSION AND UTILITY PLAN C300 STORM SEWER PLAN C400 GRADING AND EROSION CONTROL PLAN C500 PLANTING PLAN PEFROSS O N LA I AC PNALCDS CARHECETTIIA ETST F IO AW O License Expires: June 30, 2022 LARA F. GULDENPFENNIG 668 LANDSCAPE ARCHITECT NO. Lara F. Guldenpfennig, ASLA License Number Pages or sheets covered by this seal: 668 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. C100-C400 C500 PROPERTY DESCRIPTION ENTERPRISE BUSINESS PARK PLAT 1, LOT 5 PROPERTY ADDRESS 35 NE VENTURE DR. WAUKEE, IOWA 50263 ZONING M-1: LIGHT-INDUSTRIAL DISTRICT BULK REGULATIONS MAX HEIGHT: 40 FEET BUILDING HEIGHT: 17 FEET 10.5 INCHES MAX # OF STORIES: 3 FRONT YARD SETBACK: 30 FEET REAR YARD SETBACK: 30 FEET SIDE YARD SETBACK: NONE, EXCEPT WHEN ADJACENT TO R OR C-1 DISTRICT OR STREET ROW THEN 40' TOTAL LOT AREA 66,704 SF TOTAL DISTURBED AREA 66,704 SF PROPOSED BUILDING FOOTPRINT 23,400 SF PROPOSED PAVEMENTS 31,984 SF TOTAL IMPERVIOUS AREA (OVERALL)55,384 SF MINIMUM OPEN SPACE: 15% 66,704 SF X0.15 = 10,006 SF REQUIRED 11,320 SF PROVIDED (17.0%) GENERAL USE CONTRACTOR SUITES PARKING REQUIREMENTS 1.5 SPACES PER 1000 SF OF GROSS FLOOR AREA 22,400 SF/1000 x 1.5 PARKING STALLS= 34 STALLS REQUIRED =40 STALLS PROVIDED (INCLUDING 2 HANDICAP STALLS)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.comEDCRMBKMM07/19/2021 121.0643C101121.0643 C101LOT 5, ENTERPRISE BUSINESS PARK PLAT 1PROJECT INFORMATIONWAUKEE, IOWAAS PER CITY COMMENTSAS PER CITY COMMENTS 08/17/2108/31/21 JRCJRC 12 TTN-RRW-SSV:\Projects\2021\121.0643.01\CADD\SP_1210643_PLAN.dwg JAKE R. CAMPOS, PROJECT INFORMATION, 2021/08/31, 8:14 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)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 ○ 1 2 2 5 X 1225.25 ● X 1 2 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 UTILITY CONTACT INFORMATION UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552103586. W1-WATER MAIN CITY OF WAUKEE S1-SANITARY SEWER TIM ROYER G1-GAS MAIN 515-978-7920 ST-STORM SEWER troyer@waukee.org UE1-UNDERGROUND ELECTRIC MIDAMERICAN ENERGY JAMIE NEER 515-252-6972 MECDSMDesignLocates@midamerican.com CO1-COMMUNICATION CENTURYLINK SADIE HULL 918-547-0147 sadie.hull@lumen.com FO1-FIBER OPTIC AUREON NETWORK SERVICES JEFF KLOCKO 515-830-0445 jeff.klocko@aureon.com FO2-FIBER OPTIC CONSOLIDATED COMMUNICATIONS JUSTIN GREV 507-386-3606 justin.grev@consolidated.com CLEAR PER EMAIL XENIA RURAL WATER DISTRICT LAIRD VAN DEE 515-676-2117 lvandee@xeniawater.org NO RESPONSE MEDIACOM COMMUNICATIONS CORP PAUL MAY 515-246-2252 pmay@mediacomcc.com NO RESPONSE MI-FIBER JACK JONES 515-897-9192 jack@grm.net NO RESPONSE VERIZON JOHN BACHELDER 972-729-7000 john.bachelder@verizon.com CONTROL POINTS IOWA STATE PLANE SOUTH COORDINATE SYSTEM NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET CP1 N=589621.83 E=1539093.82 Z=1024.01 CUT "X" ON CURB 15' SOUTH OF THE NORTHWEST CORNER OF PARKING LOT TO REDLINE CROSSFIT, NORTHEAST SIDE OF SITE. CP2 N=589138.94 E=1539117.04 Z=1023.27 CUT "X" ON CURB RADIUS 15' EAST OF INTAKE AT ENTRANCE TO STORAGE MART, SOUTHEAST CORNER OF SITE. CP3 N=589141.47 E=1538851.47 Z=1021.37 CUT "X" ON CURB 3' NORTH OF SPEED LIMIT SIGN ON THE SOUTH SIDE OF VENTURE DRIVE, SOUTHWEST CORNER OF SITE. CP4 N=589380.28 E=1538885.52 Z=1023.40 CUT "X" ON CURB CORNER 30' SOUTHEAST OF BRICK BUILDING, WEST SIDE OF SITE. CP5 N=589589.30 E=1538960.55 Z=1022.52 CUT "X" ON EAST CURB CORNER OF PARKING LOT TO WAUKEE COMMUNITY CHURCH, NORTHWEST CORNER OF SITE. BENCHMARKS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET BM500 N=589408.86 E=1538878.09 ELEV=1024.43 TRIANGLE AT SOUTHEAST CORNER OF CONCRETE TRANSFORMER PAD, WEST SIDE OF SITE. BM501 N=589128.26 E=1538972.05 ELEV=1023.97 BURY BOLT ON HYDRANT ON THE SOUTH SIDE OF VENTURE DRIVE SOUTH OF FOR SALE SIGN, SOUTH SIDE OF SITE. DATE OF SURVEY JUNE 21, 2021 GENERAL NOTES A. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY PROVIDERS AS NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH OF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR MODIFICATION SHALL BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. B. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE 2020 WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 2021 STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) AND THE SOILS REPORTS PREPARED BY OTHERS. C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE. D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL BE PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTIONS. THE CONTRACTOR SHALL NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIOR TO ANY ANTICIPATED LANE CLOSURE. E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND OR HOLIDAY WORK. F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND COMPACT TO 95% MAXIMUM DENSITY. G. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN. H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED OR REPAIRED AND NOTED ACCORDINGLY ON THE AS-BUILT DOCUMENTS. I. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION. CONTACT CITY OF WAUKEE FOR APPROVAL OF ANY CHANGES AND THAT ANY CHANGES COMPLETED WITHOUT APPROVAL ARE SUBJECT TO REMOVAL IN ORDER TO MEET THE CITY OF WAUKEE STANDARDS. J. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO 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 FINISH GRADES TO MEET SUDAS SPECIFICATIONS SECTION 2010 FOR TOPSOIL. L. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED. M. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. N. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK. O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. A COSESCO PERMIT IS REQUIRED FOR THIS PROJECT. P. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHER FRANCHISE UTILITY SERVICES WITH UTILITY SERVICE PROVIDER, CITY OF WAUKEE, AND THE OWNER PRIOR TO CONSTRUCTION. Q. IF STORM SEWER CROSSES ABOVE WATER MAIN OR CROSSES LESS THAN 18" BELOW A WATER MAIN THEN STORM SEWER SHALL BE CONSTRUCTED OF REINFORCED CONCRETE WITH A FLEXIBLE O-RING GASKET RATED AT 13 PSI OR GREATER. O-RING GASKET JOINTS SHALL BE INSTALLED ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE 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 DEPARTMENT 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 DEPARTMENT. 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. 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. X. 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. Y. 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. Z. CONSTRUCTION OPERATIONS SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM CONCRETE OPERATIONS TO DISCHARGE OFFSITE. AA. CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT AND CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TIE-INS. BB. ALL FIRE HYDRANTS WILL BE REQUIRED TO HAVE 5-INCH STORZ FITTINGS. CC. CONTRACTOR IS TO PROVIDE SHOP DRAWING SUBMITTALS OF CONSTRUCTION MATERIALS PRIOR TO CONSTRUCTION. DD. PRIOR TO ANY LANE CLOSURE THE CONTRACTOR IS RESPONSIBLE FOR HAVING A DIGITAL MESSAGE BOARD NOTIFYING DRIVERS OF LANE CLOSURES AT LEAST ONE WEEK PRIOR TO ANY CLOSURE. CONTRACTOR IS TO COORDINATE ANY LANE/ROAD CLOSURES WITH THE CITY OF WAUKEE. EE. APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED FOR EVERY FACILITY, BUILDING, OR PORTION OF A BUILDING AS SOON AS CONSTRUCTION COMMENCES. THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 AND THIS SECTION SHALL EXTEND TO WITHIN 100 FEET OF ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. FF. ALL SIGNAGE REQUIRES 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 IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, 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.STORM WATER DISCHARGE PERMIT 1.THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES FROM THE IDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH AND FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES GENERAL PERMIT NO. 2 AS SPECIFIED IN THE CONTRACT DOCUMENTS. 2.ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS, DISCHARGE AUTHORIZATION LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER ITEMS, SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE PRESENTED TO ANY JURISDICTIONAL AGENCIES UPON REQUEST. FAILURE TO COMPLY WITH THE NPDES PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN WATER ACT AND THE CODE OF IOWA. 3.A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL STABILIZATION OF THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES. ALL PLANS, INSPECTION REPORTS, AND OTHER DOCUMENTS MUST BE RETAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION. THE CONTRACTOR SHALL RETAIN A RECORD COPY AND PROVIDE THE ORIGINAL DOCUMENTS TO THE OWNER UPON PROJECT ACCEPTANCE AND/OR SUBMITTAL OF THE NOTICE OF DISCONTINUATION. C.POLLUTION PREVENTION PLAN 1.THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE DOCUMENT IN ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD REFER TO THE SWPPP FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE POLLUTION PREVENTION PLAN MADE DURING CONSTRUCTION. 2.THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES (BMP) FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S AND EROSION CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL BMP'S FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED. 3.THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE. 4.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING BMP'S UNLESS INFEASIBLE OR NOT APPLICABLE: a.UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS AROUND SURFACE WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORM WATER INFILTRATION, AND MINIMIZE SOIL COMPACTION. b.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. c.PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS AT ANY TIME. d.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. e.INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR DAYS. RECORD THE FINDINGS OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP WITH A COPY SUBMITTED WEEKLY TO THE OWNER OR ENGINEER DURING CONSTRUCTION. REVISE THE SWPPP AND IMPLEMENT ANY RECOMMENDED MEASURES WITHIN 7 DAYS. f.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. g.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. h.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. i.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. j.COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE SWPPP. 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. k.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO FILING OF THE "NOTICE OF DISCONTINUATION". S89°57'41"W 200.00'N0°02'19"W 333.52'N89°57'41"E 200.00'S0°02'19"E 333.52' 15' P.U.E. Bk 798, Pg 366-382 15' Drainage Easement Bk 798, Pg 366-382 40' Building Setback30' Building Setback30' Building SetbackBM500BM501 2 3 4ConcreteNE VENTURE DRIVEF.L.=1019.25 15" RCP SE Rim=1024.34 F.L.=1007.61 8" Truss E&W Rim=1023.17 Intake=1022.41 F.L.=1016.15 18" RCP W F.L.=1016.21 15" RCP S Rim=1021.83 Intake=1021.04 F.L.=1015.29 18" RCP E&W F.L.=1016.63 12" RCP NW For Sale Sign5.5'20.0' B/B 5.0' 260.0'8.0' 25.0' B/B10.0'26.0'19.0'90.0'19.0'26.0'10.0'26.0' TYP45.0' TYP6.0' TYP 10.0' TYP 10.0' TYP 6.0' TYP 10.0' TYP R25.0R25.0R4.0R29. 0 R 4 . 0 R29 .0 R20.0 R2 5 . 025.0' B/B10.0' TYP TYP TYPTYP TYPTYP TYP TYP PROPOSED BUILDING 23,400 SF TYPTYP TYP TYP T5.0' 5.0'5.0'31.0' B/B 5.0'WAUKEE COMMUNITY CHURCHM-1 LIGHT INDUSTRIAL DISTRICTIT'S A RU F F L I F E - D O G G Y D A Y C A R E , L L C C-1 COMM U N I T Y A N D H I G H W A Y S E R V I C E COMMERC I A L D I S T R I C T 1500 C L I V E L L C M-1 LIG H T I N D U S T R I A L D I S T R I C T DOWNIN G D E V E L O P M E N T , L T D M-1 LIGH T I N D U S T R I A L D I S T R I C T 50.0' 1/2 ROW R5.0'R1.0'R5.0'R1.0'1A 1A 1A 1B 1B 1B 1B 1A 1A 1C 1C1C1C 1C 1C 1C 1A 1C 1C 1B 1B 2A 3B 3B 3B 3B 4C 4C 4D 4D 4D4D 4B 4B 4A4A 4A 4A 5A5A 9F 3A 3A 3C 3C 3C 3C 3D 3D 3D 3D3D 3D 3E 3E 3E 3E 9H 2A 9A 9G 9E 79D 8B 8A 9B 9G 8D 8C 11111111 11 11 11 11 10A10A 10A 10A 12E 12D 3F 3F 3D 1A 3G 3G 7 5B 9C 9J 9J BP:1015.72 (ST) TP:1013.62 (W) BP:1016.74 (W) TP:1008.71 (SAN) 9C7 8A INV: 1016.48 (VERIFY)4" PCC 4" PCC 9I 9K 9L 15.5'9.9'12B 12F INV: 1019.7512G 3H 3H 5C 5C BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No: Sheet 5010 VOGES ROADMADISON. WISCONSIN 53718608-838-0444 | www.snyder-associates.comEDCRMBKMM07/19/202120'121.0643C200121.0643 C200LOT 5, ENTERPRISE BUSINESS PARK PLAT 1DIMENSION AND UTILITY PLANWAUKEE, IOWAAS PER CITY COMMENTSAS PER CITY COMMENTS 08/17/2108/31/21 JRCJRC 12 TTN-RRW-SSV:\Projects\2021\121.0643.01\CADD\SP_1210643_DIMS.dwg JAKE R. CAMPOS, DIMENSION AND UTILITY PLAN, 2021/08/31, 8:14 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET 0 20 DIMENSION PLAN CONSTRUCTION NOTES 1. EXISTING FEATURES, PROTECT THE FOLLOWING: A.PAVEMENT TO REMAIN. B.EXISTING UTILITIES. COORDINATE ANY RELOCATIONS OR ADJUSTMENTS WITH UTILITY SERVICE PROVIDER AS NECESSARY. C.EXISTING TREES. 2.DRIVEWAY: A.GRIND CURB AND CONSTRUCT TYPE "A" DRIVEWAY CONNECTION TO EXISTING PRIVATE DRIVE. 3.PAVEMENTS, PROVIDE THE FOLLOWING WHERE INDICATED ON PLAN: A.6" DEPTH PCC DRIVE AND PARKING. B.7" DEPTH PCC PAVEMENT. C.3" ROLLED CURB. D.6" HEIGHT STANDARD CURB. E.TAPER CURB IN 3 FEET. F.4" DEPTH PCC SIDEWALK. G.TAPER 5' SIDEWALK TO EXISTING IN ONE PANEL. H.6" PCC PEDESTRIAN RAMP WITH MAX SLOPE OF 8.33%. 4.PAVEMENT MARKINGS, PROVIDE THE FOLLOWING: A.4" WIDE PAINTED PARKING STALL LINES. B.PAINTED STATE OF IOWA APPROVED ACCESSIBLE PARKING SYMBOL. C.ACCESSIBLE AISLE. 45° STRIPING AT 3' ON CENTER SPACING WHERE SHOWN. D.45° STRIPING AT 3' ON CENTER TO DELINEATE NO PARKING. 5.SIGNS, PROVIDE THE FOLLOWING: A.PROVIDE VAN ACCESSIBLE PARKING SIGNAGE AS PER ADAAG REQUIREMENTS. MOUNT SIGN TO BUILDING. B.MONUMENT SIGN. C.FIRE LANE SIGN. SEE NOTES ON THIS SHEET FOR DETAILS. 6.SITE LIGHTING, PROVIDE THE FOLLOWING: A.CONTRACTOR TO COORDINATE WITH THE UTILITY OWNER AND PROPERTY OWNER ALL ASPECTS OF ELECTRICAL SERVICE. B.WALL MOUNTED LIGHT. REFER TO BUILDING ELECTRICAL PLANS. 7.CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS AND MAINTAIN A MINIMUM OF 18" OF CLEARANCE BETWEEN UTILITIES. 8.SANITARY SEWER SERVICE, PROVIDE AND INSTALL THE FOLLOWING: A.CONNECT TO EXISTING SANITARY SEWER STUB. VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. B.6" PVC SANITARY SEWER SERVICE LINE AT 1.0% MIN SLOPE (1/8" PER FOOT). PROVIDE 1:1 RISER AS NECESSARY. C.COORDINATE THE EXACT LOCATION AND DEPTH WHERE SANITARY SEWER SERVICE LINE ENTERS THE BUILDING WITH THE ARCHITECTURAL AND MECHANICAL PLANS PRIOR TO CONSTRUCTION. D.SANITARY SEWER CLEANOUT. PROVIDE MANHOLE CASTING NEENAH R-1976 WHEN IN PAVEMENT. 9.WATER SERVICE FROM CITY OF WAUKEE, PROVIDE THE FOLLOWING AS PER CITY REQUIREMENTS AND GUIDELINES: A.CONNECTION TO EXISTING WATER MAIN W/ TAPPING SLEEVE AND VALVE. COORDINATE WITH THE CITY OF WAUKEE WATER DEPARTMENT FOR EXACT LOCATION TO KEEP SEPARATION FROM EXISTING SERVICE. B.2" DOMESTIC WATER SERVICE LINE. C.REMOVE 2" CURB SHUT OFF VALVE AND ABANDON 2" SERVICE IN PLACE. DISCONNECT 2" WATER SERVICE AT MAIN. REMOVE CORP AND INSTALL SOLID SLEEVE. D.COORDINATE THE EXACT LOCATION, SIZE AND ELEVATION WHERE WATER SERVICE LINE ENTERS THE BUILDING WITH THE ARCHITECTURAL AND MECHANICAL PLANS PRIOR TO CONSTRUCTION. E.FIRE HYDRANT ASSEMBLY. F.FIRE DEPARTMENT CONNECTION WITH LOCKING KNOX CAPS. G.6" WATER SERVICE. H.DIRECTIONAL DRILL 6" WATER SERVICE. I.6"x6" TEE. J.CRITICAL CROSSING. CONTRACTOR TO VERIFY EXACT DEPTH, LOCATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. COORDINATE ANY RELOCATIONS OF EXISTING UTILITIES WITH UTILITY PROVIDER, OWNER AND CITY OF WAUKEE PRIOR TO CONSTRUCTION. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN UTILITIES. K.6" SHUT OFF VALVE. L.2" SHUT OFF VALVE. 10.DOORS A.AT-GRADE 12' WIDE OVERHEAD ENTRANCE DOOR. 11.BUILDING DOWNSPOUT LOCATION. VERIFY WITH ARCHITECTURAL PLANS. CONTRACTOR TO COORDINATE DOWNSPOUT CONNECTION PRIOR TO CONSTRUCTION. 12.UTILITY SERVICE. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. A.GAS SERVICE. B.GAS METER. C.ELECTRIC SERVICE. D.TRANSFORMER. E.FIRE RISER ROOM. F.ELECTRICAL METER. G.ROOF ACCESS LADDER. FORM GRADE ELEV. 2 C200 6-INCH STANDARD CURB NO SCALE 6"SLOPE AS PER PLANS 4 1 2" 7 1 2" R3" R3" 3 C200 3-INCH ROLLED CURB NO SCALE 2 1 2" 10 1 2"3"7"FINISHED GRADE OR SIDEWALK (SEE PLAN) 3" DROP CURB 2"R 1"R PAVEMENT LEGEND 7" PCC PAVEMENT 6" PCC PAVEMENT 4" PCC PAVEMENT 1 C200 DOWNSPOUT CONNECTION DETAIL NO SCALE NOTES: CONTRACTOR IS RESPONSIBLE FOR CONNECTING ROOF DRAIN TO INTAKES. SEE PLANS FOR ALL INVERTS. BUILDING BUILDING 12"4"12"4"DOWNSPOUT. SEE ARCHITECTURAL PLANS 12" PVC PERIMETER SEALANT AT JOINT DOWNSPOUT 12" CAP WITH 8" SQUARE CUT O.C. TO STORM SEWER FIRE LANE SIGN NOTES 1.FIRE LANE SIGN SHALL BE 18" TALL X 12" WIDE WITH RED LETTERS ON A WHITE REFLECTIVE BACKGROUND TO READ "FIRE LANE - NO PARKING EXCEPT EMERGENCY VEHICLES". 2.FIRE LANE SIGNS SHALL BE PLACED BETWEEN 2-FEET AND 4-FEET FROM THE EDGE OF THE FIRE LANE. 3.ALL SIGNS SHALL BE SET AT AN ANGLE OF NOT LESS THAN 30 DEGREES AND NOT MORE THAN 45 DEGREES WITH THE LINE OF TRAFFIC FLOW. 4.SIGNS IN OPEN SPACE SHALL BE MOUNTED BETWEEN 5-FEET AND 7-FEET FROM THE FINISHED GROUND GRADE TO THE BOTTOM OF THE SIGN. 5.FIRE LANES SHALL BE STRIPED IN RED ALONG THE ENTIRE LENGTH OF THE FIRE LANE. 6.VERTICAL CURBS SHALL BE PAINTED RED ON THE TOP AND SIDE. 7.THE WORDS "NO PARKING - FIRE LANE" SHALL BE STENCILED WITH 3" TALL WHITE LETTERS AND A MINIMUM 3/4" STROKE ON THE VERTICAL FACE OF CURBING. THE STENCILING SHALL BE SPACED AT FIFTY FOOT INTERVALS ALONG THE ENTIRE FIRE LANE LENGTH. 4 C200 WAUKEE STD.DWG.NO.53 NO SCALE T15' P.U.E. Bk 798, Pg 366-382 15' Drainage Easement Bk 798, Pg 366-382 40' Building Setback30' Building Setback30' Building SetbackPROPOSED BUILDING 23,400 SF FFE = 1024.75 BM500BM501 1 2 3 4 5102210231 0 2 4 1024102410251026102310101015102010241 0 2 2 10 2 3 10 2 4 1025 1024 102310241025 10251026 10 2 5 1026 1026 102610251023 ConcreteNE VENTURE DRIVEIntake=1022.45 F.L.=1016.55 15" RCP N F.L.=1019.25 15" RCP SE Rim=1024.34 F.L.=1007.61 8" Truss E&W Rim=1022.43 Bottom of Well=1021.40 F.L.=1021.63 4" PVC W F.L.=1021.71 4" PVC E Rim=1023.17 Intake=1022.41 F.L.=1016.15 18" RCP W F.L.=1016.21 15" RCP S Rim=1021.83 Intake=1021.04 F.L.=1015.29 18" RCP E&W F.L.=1016.63 12" RCP NW1024For Sale Sign Rip Rap Rip Rap10231023 1022128 LF OF 12" RCP @ 0.51% 128 LF OF 15" RCP @ 0.51% 75 LF OF 15" RCP @ 3.16% 127 LF OF 12" RCP @ 0.51% 128 LF OF 15" RCP @ 0.51% 222 LF OF 15" RCP @ 1.61% ST-7B, 18'' FES W/ FOOTING INV: 1010.25 ST-7, SW-501, Single Grate Intake T/C: 1024.10 INV: 1019.10 (IN S) INV: 1019.10 (IN W) INV: 1019.00 (OUT N) ST-5, SW-501, Single Grate Intake T/C: 1024.10 INV: 1019.85 (IN S) INV: 1019.75 (OUT N) ST-4, SW-501, Single Grate Intake T/C: 1024.10 INV: 1020.50 (OUT N) ST-3, SW-501, Single Grate Intake T/C: 1024.10 INV: 1019.10 (IN N) INV: 1019.00 (OUT S) ST-2, SW-501, Single Grate Intake T/C: 1024.10 INV: 1019.85 (IN N) INV: 1019.75 (OUT S) ST-1, SW-501, Single Grate Intake T/C: 1024.10 INV: 1020.50 (OUT S) 93 LF OF 12" RCP @ 1.00% ST-6, SW-501, Single Grate Intake T/C: 1024.25 INV: 1020.03 (OUT E) ST-7A, SW-401, Circular Storm Sewer Manhole RIM: 1020.00 INV: 1015.43 S INV: 1010.43 N 36 LF OF 18" RCP @ 0.50% CRITICAL CROSSING: BP = 1017.12 ST TP = 1007.62 SAN CRITICAL CROSSING: BP = 1021.50 ST TP = 1017.37 ST ○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○ 20' STORM SEWER EASEMENT (TO BE RECORDED IN SEPARATE DOCUMENT) 15' DRAINAGE EASEMENT BK 798, Pg 366-382 100' STORM WATER & SURFACE WATER FLOWAGE EASEMENT BK 798, PG 366-382 CONNECT TO EXISTING: INV.=1016.63 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.comEDCRMBKMM07/19/202130'121.0643C300121.0643 C300LOT 5, ENTERPRISE BUSINESS PARK PLAT 1STORM SEWER PLANWAUKEE, IOWAAS PER CITY COMMENTSAS PER CITY COMMENTS 08/17/2108/31/21 JRCJRC 12 TTN-RRW-SSV:\Projects\2021\121.0643.01\CADD\SP_1210643_STRM.dwg JAKE R. CAMPOS, STORM SEWER PLAN, 2021/08/31, 8:15 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET 0 30 BENCHMARKS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET BM500 N=589408.86 E=1538878.09 ELEV=1024.43 TRIANGLE AT SOUTHEAST CORNER OF CONCRETE TRANSFORMER PAD, WEST SIDE OF SITE. BM501 N=589128.26 E=1538972.05 ELEV=1023.97 BURY BOLT ON HYDRANT ON THE SOUTH SIDE OF VENTURE DRIVE SOUTH OF FOR SALE SIGN, SOUTH SIDE OF SITE. T15' P.U.E. Bk 798, Pg 366-382 15' Drainage Easement Bk 798, Pg 366-382 40' Building Setback30' Building Setback30' Building SetbackPROPOSED BUILDING 23,400 SF FFE = 1024.75 BM500BM501 1 2 3 4 5102210231 0 2 4 1024102410251026102310101015102010241 0 2 2 10 2 3 10 2 4 1025 1024 102310241025 10251026 10 2 5 1026 1026 102610251023 ConcreteNE VENTURE DRIVEIntake=1022.45 F.L.=1016.55 15" RCP N F.L.=1019.25 15" RCP SE Rim=1024.34 F.L.=1007.61 8" Truss E&W Rim=1022.43 Bottom of Well=1021.40 F.L.=1021.63 4" PVC W F.L.=1021.71 4" PVC E Rim=1023.17 Intake=1022.41 F.L.=1016.15 18" RCP W F.L.=1016.21 15" RCP S Rim=1021.83 Intake=1021.04 F.L.=1015.29 18" RCP E&W F.L.=1016.63 12" RCP NW1024For Sale Sign Rip Rap Rip Rap10231023 10221024.10 TC 1023.60 G 1024.75 TC1024.25 G 102 4. 7 5 T C 102 4. 2 5 G 1024.10 TC1023.60 G 1 0 2 4 . 1 0 T C 1 0 2 3 . 6 0 G 1 0 2 4 . 7 5 T C 1 0 2 4 . 2 5 G 1 0 2 4 . 1 0 T C 1 0 2 3 . 6 0 G 1 0 2 4 . 7 5 T C 1 0 2 4 . 2 5 G 1024.10 TC 1023.60 G 1024.35 FFE=1024.75 1024.25 1024.25 1024.25 TC 1024.00 G 1024.25 102 4 . 2 5 1024.35 FFE=1024.75 1023.98 1023.98 1024.30 1024.25 1024.251024.50 TC 1024.25 G 1024.25 1024.25 1 0 2 4 . 3 0 FFE=1024.75 FFE=1024.75 1024.25 1024.25 (1022.04)(1022.59)(1021.90)1023.611024.541024.54 1024.54 1 0 2 4 . 5 4 1024.10 TC1023.60 G1024.25 TC 1023.75 G 1023.21 1024.77 SEDIMENT BASKET SEDIMENT BASKET SEDIMENT BASKET SEDIMENT BASKET SEDIMENT BASKET SEDIMENT BASKET SEDIMENT BASKET STABILIZED CONSTRUCTION ENTRANCE○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○○ SILT FENCE (TYP.) STAGING AREA1024 1 0 2 4 1024 1024102310221024 1024 10241024 1025 1025 1024 1023102410261026 1024FFE=1024.75 (1022.29) FFE=1024.75 FFE=1024.75 (1024.09) FFE=1024.75 100-YEAR ELV.=1023.79'100-YEAR ELV.=1023.84' 100-YEAR ELV. 1023.66' 100-YEAR ELV.=1023.79' 100-YEAR ELV.=1023.83' 100-YEAR ELV.=1023.63' SEDIMENT BASKET SEDIMENT BASKET LIMIT OF DISTURBANCE CONCRETE WASHOUT AND WASTE MATERIALS TOPSOIL STOCKPILE○ULTIMATE DISCHARGE TO LITTLE WALNUT CREEK ○○○○○○○○○○SILT FENCE (TYP.)○○ NORMAL POOL: 1010.25 100-YR: 1016.00 -2. 0 5 %-2.05%-3.12% -3.12% 20' STORM SEWER EASEMENT (TO BE RECORDED IN SEPARATE DOCUMENT) 15' DRAINAGE EASEMENT BK 798, Pg 366-382 10 TONS CLASS D RIP RAP 10'L X 10'W X 1.5'D OVERFLOW @1024.25 OVERFLOW @1024.25 OVERFLOW@1024.25OVERFLOW@1024.25OVERFLOW @1024.25OVERFLOW @1024.25OVERFLOW@1024.25 OVE RFL O W @1024.25 100-YEAR ELV.=1023.25' 1023.34 1023.40 1023.20 1023.081023.56 1023.69 1023.50 1023.451023.50 1023.55 1023.43 1023.93 1023.32 1023.81 1023.85 1023.90 1023.951023.90 -1.00%-1.00%-1.00%-1.00%-4.22% -3.64% 1023.16 1023.16 1023.10 1023.43 -5.37%-1.00%-6.21% -1.00% -1.00%-1.00%-1.50%0.03%0.59%1023 10 2 3 1024.54 1024.54 1024.75 1024.75 1024.54 1024.75 1.11%0.00%-0.00%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.comEDCRMBKMM07/19/202130'121.0643C400121.0643 C400LOT 5, ENTERPRISE BUSINESS PARK PLAT 1GRADING AND EROSION CONTROL PLANWAUKEE, IOWAAS PER CITY COMMENTSAS PER CITY COMMENTS 08/17/2108/31/21 JRCJRC 12 TTN-RRW-SSV:\Projects\2021\121.0643.01\CADD\SP_1210643_GRDG.dwg JAKE R. CAMPOS, GRADING AND EROSION CONTROL PLAN, 2021/08/31, 8:15 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET 0 30 GRADING PLAN CONSTRUCTION NOTES A.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL ON ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES. B.ANY EXCESS CUT TO BE SPREAD ON SITE AS DIRECTED BY ENGINEER DURING CONSTRUCTION. PLACE TOPSOIL OVER ALL AREAS DISTURBED. C.ALL DRAINAGE SWALES AND SLOPES 5 TO 1 OR GREATER TO BE SEEDED USING COMMERCIALLY AVAILABLE EROSION CONTROL SEED (SUDAS TYPE 4). MIXTURE APPLIED AT RATE RECOMMENDED BY SUPPLIER. D.EROSION CONTROL: SEED THE SITE AFTER ROUGH GRADING HAS BEEN COMPLETED. PLACE SILT FENCE AND MAINTAIN IN PROBLEM AREAS AFTER GROUND COVER HAS BEEN ESTABLISHED. COMPLY WITH EROSION CONTROL LAW. E.PROVIDE BELOW GRADE INLET PROTECTION IN PAVED AREAS FOLLOWING PAVING OPERATIONS. QUANITIES TEMPORARY SEEDING AND MULCHING (SUDAS TYPE 4) 1.53 AC. OFF-SITE SEEDING (SUDAS TYPE 1)0.24 AC SILT FENCE 1,285 LF. SEDIMENT BASKET 9 EA. SOD 0.26 AC DISTURBED AREA AREA 1.75 AC. BENCHMARKS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET BM500 N=589408.86 E=1538878.09 ELEV=1024.43 TRIANGLE AT SOUTHEAST CORNER OF CONCRETE TRANSFORMER PAD, WEST SIDE OF SITE. BM501 N=589128.26 E=1538972.05 ELEV=1023.97 BURY BOLT ON HYDRANT ON THE SOUTH SIDE OF VENTURE DRIVE SOUTH OF FOR SALE SIGN, SOUTH SIDE OF SITE. DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES ATTACHMENT TO POST TYPICAL SILT FENCE DITCH CHECK FLOW BAC K SL O P E FOR E S L O P E 1 1 2 TYPICAL SILT FENCE ISTALLATION ON LONGITUDINAL SLOPES (Profile View) TYPICAL SILT FENCE ISTALLATION ON LONGITUDINAL SLOPES (Plan View) 1 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.'T' STEELFENCE POST4'-0" MINSEE PLANS FOR SPACING 200'-0" MAX LENGTH PER SECTION 600'-0" IF SLOPE IS FLATTER THAN 5%36"24"8'-0" SPACING VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH) POST SPACING (5'-0" MAX) POST SPACING 5'-0" MAX)2"MIN20" MINGROUND LINE FABRIC GROUND CONTOURS INSTALL "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 FEET 0 5 NE VENTURE DRIVE T10000.00IRON MARKER FND (5/8IN REBAR WITH YPC ILLEGIBLE(101-FND))10010.00IRON MARKER FND (5/8IN REBAR YPC 10313(101-FND))10020.00IRON MARKER FND (5/8IN REBAR(101-FND))10030.00IRON MARKER FND (5/8IN REBAR(101-FND))10040.00IRON MARKER FND (5/8IN REBAR//LEANING NORTH(101-FND))S89°57'41"W 200.00'N0°02'19"W 333.52'N89°57'41"E 200.00'S0°02'19"E 333.52' 15' P.U.E. Bk 798, Pg 366-382 15' Drainage Easement Bk 798, Pg 366-382 40' Building Setback30' Building Setback30' Building SetbackBM500 4102210231 0 2 4 102410241025102610231025 1024 10241025 10251026 10 2 5 1026 1026 102610251023 ConcreteNE VENTURE DRIVERim=1024.34 F.L.=1007.61 8" Truss E&W 1024For Sale Sign 102310222-QR 2-QR 1-GT 1-GT 2-PG 2-PG 3-VL 3-EA 3-VL3-EA F F F F F F G G E E E E 10241024 1 0 2 4 10241024 1024 1024 10241024 1023102210241024 5-HY F F H E 3-HY 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.comEDCRMBKMM07/19/202120'121.0643C500121.0643 C500LOT 5, ENTERPRISE BUSINESS PARK PLAT 1PLANTING PLANWAUKEE, IOWAAS PER CITY COMMENTSAS PER CITY COMMENTS 08/17/2108/31/21 JRCJRC 12 TTN-RRW-SSV:\Projects\2021\121.0643.01\CADD\SP_1210643_LAND.dwg JAKE R. CAMPOS, PLANTING PLAN, 2021/08/31, 8:15 AM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET 0 20 2 C500 PLANTING PIT DETAILS NO SCALE TYPICAL PLANTING PIT DETAIL SLOPE PLANTING PIT DETAIL 3X ROOTBALL MINIMUM FOR TREES 2X ROOTBAL MINIMUM FOR SHRUBSDEPTH OFROOT BALLOR CONTAINERROOT SYSTEM3X ROOTBALL MINIMUM FOR TREES 2X ROOTBAL MINIMUM FOR SHRUBSDEPTH OFROOT BALLOR CONTAINERROOT SYSTEMSET ROOT COLLAR AND ROOT FLARE 2" ABOVE FINISH GRADE. DO NOT PLACE MULCH WITHIN 2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS LOCATED AT TOP OF ROOTBALL MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING 3" HEIGHT WATER RETENTION BERM BEYOND EDGE OF ROOT BALL FINISH GRADE SCARIFY SIDES OF PIT REMOVE ALL NON-BIODEGRADABLE MATERIAL, CONTAINERS OR OTHER MATERIAL THAT WILL IMPEDE THE GROWTH OF THE PLANT MATERIAL. REMOVE ALL TWINE. FOR BALLED AND BURLAP (B&B) PLANTS REMOVE MINIMUM TOP 1 2 OF BURLAP AND WIRE BASKET MINIMUM. PLACE ROOT BALL ON UNDISTURBED SOIL 2:1 MAXIMUM TRANSITION SLOPE. BEGIN TRANSITION AT EDGE OF ROOT BALL EXISTING SLOPE TREE OR SHRUB SCARIFY SIDES OF PIT REMOVE ALL NON-BIODEGRADABLE MATERIAL, CONTAINERS OR OTHER MATERIAL THAT WILL IMPEDE THE GROWTH OF THE PLANT MATERIAL. REMOVE ALL TWINE. FOR BALLED AND BURLAP (B&B) PLANTS REMOVE MINIMUM TOP 1 2 OF BURLAP AND WIRE BASKET MINIMUM. PLACE ROOT BALL ON UNDISTURBED SOIL FINISH GRADE 3" HEIGHT WATER RETENTION BERM BEYOND EDGE OF ROOT BALL MINIMUM 6' DIAMETER, 3" DEPTH MULCH RING SET ROOT COLLAR AND ROOT FLARE 2" ABOVE FINISH GRADE. DO NOT PLACE MULCH WITHIN 2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS LOCATED AT TOP OF ROOT BALL (AS PER CITY OF WAUKEE SITE PLAN ORDINANCE) OPEN SPACE AREA REQUIREMENTS: 66,704 S.F. TOTAL LOT AREA x 15%= 10,006 S.F. REQUIRED 11,320 S.F. TOTAL OPEN SPACE PROVIDED (17.0%) 31,984 S.F. OF PAVEMENT AREA SHOWN NO INTERIOR LANDSCAPE REQUIREMENTS LISTED OPEN SPACE PLANTING REQUIREMENTS: 66,704 S.F. TOTAL LOT AREA x 15%= 10,006 S.F. REQUIRED 1 TREE/1,000 S.F. REQ'D OPEN SPACE 10 TREES REQUIRED (10 PROVIDED) 1 SHRUB/1,000 S.F. REQ'D OPEN SPACE 10 SHRUBS REQUIRED (12 PROVIDED) PLANTING PLAN CONSTRUCTION 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 OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE WITH UTILITY COMPANIES DURING CONSTRUCTION. C.ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN STANDARDS FOR NURSERY STOCK" (ANSI Z60.1-LATEST EDITION). D.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF INSTALLATION. E.PROVIDE A MIN 3-FOOT PERIMETER RING OF SHREDDED HARDWOOD MULCH AROUND ALL TREES. FOR GROUPINGS OF SHRUBS WITHIN THE OPEN SPACE, THEY SHALL BE PLANTED IN THE DEFINED MULCH BEDS. PROVIDE VERTICAL CUT NATURAL EDGE TO A DEPTH OF 4-INCHES FOR BOTH SITUATIONS. F.SOD ALL AREAS DISTURBED BY CONSTRUCTION, INCLUDING WITHIN THE PUBLIC R.O.W., UNLESS DIRECTED BY OWNER OR SHOWN OTHERWISE ON THE LANDSCAPE PLAN. G.PROVIDE 1.5-2" DIAMETER RIVER ROCK AND WEED FABRIC AS SHOWN. H.CONTRACTOR TO SEED AREA OF OFF SITE STORM SEWER CONSTRUCTION WITH SUDAS TYPE 1 PERMANENT LAWN SEED MIX. PLANTING PLAN REQUIREMENTS PLANT SCHEDULE QTY KEY BOTANICAL NAME COMMON NAME MINIMUM INSTALL SIZE HEIGHT COMMENTS CANOPY TREES 2 GT Gleditsia triacanthos var. inermis 'Skycole'SKYLINE HONEYLOCUST 2" CAL. & 8' HT.B&B 4 QR Quercus x warei 'Long'REGAL PRINCE OAK 2" CAL & 8' HT..B&B EVERGREEN TREES 4 PG Picea glauca densata BLACK HILLS SPRUCE 6' HT.B&B DECIDUOUS SHRUBS 6 EA Euonymus alatus 'Compactus'COMPACT BURNING BUSH 24" HT.#3 CONT. (7' O.C.) 8 HY Hydrangea paniculata 'Renhy'VANILLA STRAWBERRY HYDRANGEA 36" HT.#3 CONT. (6' O.C.) 6 VL Viburnum lentago 'Mohican'MOHICAN VIBURNUM 24" HT.#3 CONT. (7' O.C.) 1 C500 DECIDUOUS TREES STAKING DETAIL NO SCALE STAKING PLAN (TREES 2 1/2" DIA OR SMALLER) STAKING PLAN (TREES LARGER THAN 2 1/2" DIA) 1 WRAP TRUNK FROM GROUND TO FIRST BRANCH.12 TO 23 TREE HEIGHT(4'-0" MIN)1 4 TO 1 3 TREE HEIGHT (2'-0" MIN)6"SEE PLANTING PIT DETAILS GARDEN HOSE FLAGGING MATERIAL 1 PLACE ON STAKE TO SOUTHWEST PLACE ON STAKE TO SOUTHWEST MINIMUM TREE HEIGHT: DECIDUOUS OVERSTORY 8' EVERGREEN OVERSTORY 6' DECIDUOUS ORNAMENTAL 6' FIELD VERIFY ALL SITE DIMENSIONS AND BEARINGS Buck Kerndt - Webster City Iowa Waukee Iowa Elevation Pella Building Systems, INC. 906 WEST 9TH ST. Pella, Iowa 50219 1-800-225-0491 or 1-641-628-9300 www.Pellabuilding.com NICHIHA STONE NICHIHA STONE NICHIHA STONE NICHIHA STONE NICHIHA STONE FW 120 PANELFW 120 PANEL Percentage of Materials South - 90' x 16' Total Square Foot = 1,530 Nichiha = 1,080 FW120 = 441 North - 90' x 16' Total Square Foot = 1,530 Nichiha = 630 FW120 = 900 East/West - 260' x 16' Total Square Foot = 8,320 Nichiha = 1,540 FW120 = 3,000 Total For Building Total Square Foot = 11,380 FW120 Total sqft 4,341 = 38.2%