The URL can be used to link to this page

Home My WebLink About2022-02-07-J15 James Pointe Plat 2 Lot 1_Site PlanAGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: February 7, 2022 AGENDA ITEM:Consideration of approval of a resolution approving a Site Plan for James Pointe Plat 2 Lot 1 FORMAT:Resolution SYNOPSIS INCLUDING PRO & CON: The applicant, Silverstone Development Group, requests approval of a 2.62-acre site plan for a light industrial commercial structure. The property is located on NW Gettysburg Lane and east of NW 17th Street. The site plan includes a 28,239-square foot shell building designed for up to 11 tenants. The structure includes two loading docks and two access drives. The lot will be served by public utilities existing in the vicinity and accessed from NW Gettysburg Lane. The structure will consist of concrete masonry units (CMUs), prefinished black metal coping, downspouts and gutters and insulated vision glass with black aluminum storefront framing. COMMISSION/BOARD/COMMITTEE COMMENT: The Planning & Zoning Commission reviewed the request at their meeting on January 11, 2022, and recommended approval subject to remaining staff comments and review of the legal documents. Approval of a Site Plan for James Pointe Plat 2 Lot 1 City Planner, Bill Mettee, introduced the request for approval of a preliminary plat, Final Plat, and Site Plan as submitted by the applicant Silverstone Development Group. The subject property is generally located south of NW Gettysburg Lane and east of NW 17th Street, containing approximately 2.62 acres. Mr. Mettee explained that the preliminary and final plats identify two lots that are being combined into one lot. The new lot will retain the M-1 (Light Industrial District) zoning designation that the individual lots had. The project consists of the construction of a 28,239 square foot office/warehouse shell building designed for up to 11 tenants. The building has two loading docks and a trash enclosure is shown to the south east of the building. Public utilities are available to service the lot, and Stormwater detention will be provided with shared detention basins located adjacent to the site. Access is provided in two areas off of NW Gettysburg Lane, and all parking, landscaping, open space, and elevation requirements have been met at this time. Staff recommends approval of the preliminary plat, final plat, and Site Plan for Lot 1 James Point Plat 2 subject to any remaining staff comments and review of the legal documents. J15 Commissioner Ward moved to approve the Site Plan for Lot 1 of James Pointe Plat 2 [1500 NW Gettysburg Lane] subject to any remaining staff comments and review of the legal documents. Commissioner Hoifeldt seconded the motion. Ayes: Broderick, Hoifeldt, Koshy, Ward, and Gerlitz. Nays: none. Motion Carried. STAFF REVIEW AND COMMENT: All comments have been addressed RECOMMENDATION: Approve the resolution ATTACHMENTS: I. Resolution II. Staff Report III. Prelim Plat/Site Plan IV. Building Elevations PREPARED BY: Bill Mettee, Planner REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION APPROVING THE SITE PLAN FOR JAMES POINT PLAT 2 LOT 1 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 James Pointe Plat 2 Lot 1, subject to remaining staff comments and review of the legal documents on January 11, 2022; AND, WHEREAS, the Site Plan for James Pointe Plat 2 Lot 1 is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for James Pointe Plat 2 Lot 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 7th day of February, 2022 that the Site Plan for James Pointe Plat 2 Lot 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: James Pointe Plat 2 Lot 1 – Preliminary Plat, Site Plan and Final Plat PREPARED BY: Bill Mettee – Planner REPORT DATE: January 7, 2022 MEETING DATE: January 11, 2022 GENERAL INFORMATION Applicant / Owner: Silverstone Development Group Engineer: Keith Weggen, ASLA, Civil Design Advantage Request: The applicant is requesting approval of a preliminary plat, final plat and site plan for an office/warehouse shell building with multiple tenants. Location and Size: Property is located south of NW Gettysburg Lane and east of NW 17th Street, containing approximately 2.62-acres. Property Address: 1500 NW Gettysburg Lane AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. January 7, 2022 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Mixed Use M-1 (Light Industrial District) North Vacant – Undeveloped Mixed Use M-1 (Light Industrial District) South Vacant – Undeveloped Mixed Use M-1 (Light Industrial District) East Paragon Performance, Automotive Retail Shop Mixed Use M-1 (Light Industrial District) West Office / Warehouse Mixed Use M-1 (Light Industrial District) PROJECT DESCRIPTION The site plan identifies the construction of a 28,239 square foot office/warehouse shell building designed for up to 11 tenants. Two loading docks are located on either side of the building. A trash enclosure is shown southeast of the building. The height of the building will be 22-feet. Table 1 below summarizes the bulk regulations that are applicable to the proposed development. The site plan demonstrates compliance with the bulk regulations. Table 1: Bulk Regulations for the M-1 District Category M-1 (minimum) Front Yard Setback 30 feet Rear Yard Setback 30 feet, unless the rear lot line adjoins a railroad right-of- way, in which case, none required. Side Yard Setback None required except when adjacent to R or C-1 Districts or street right-of-way line, a side yard of 40-feet shall be required. Maximum Height | Stories 40-feet and 3-stories ACCESS AND PARKING Two access drives are provided to the site off of NW Gettysburg Lane. A total of 44 parking spaces are required for this project. The total amount of parking proposed is 70 parking spaces, including four accessible spaces. The proposed site plan meets the parking requirements. SIDEWALKS/TRAILS A 5-foot-wide sidewalk will be constructed on the south side of NW Gettysburg Lane. UTILITIES The site will be serviced with all public utilities. Water and sanitary will be brought in from the mains located to the north along NW Gettysburg Lane. Stormwater detention will be provided with shared detention basins located adjacent to the 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 20.2%. The plantings shown on the landscape plan meet the minimum requirements of the January 7, 2022 3 of 3 Landscape & Open Space Ordinance. A total of 17 trees and 17 shrubs are required. A total of 17 trees and 42 shrubs are provided. ELEVATIONS Colored building elevations are included for review. The building is proposed to be constructed predominantly of Concrete Masonry Unit blocks. Additional materials include prefinished black metal coping, downspout and gutters, and insulated vision glass with black aluminum storefront framing. LOTS The preliminary plat and final plat identify two lots (Lots 22 and 23). These are two existing lots being combined into one lot. The size of Lot 1 is 113,955-square feet and 2.62 acres in size. The lot is zoned M-1 Light Industrial and comprehensively meets the minimum requirements of the Zoning Ordinance. STAFF RECOMMENDATION The site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, and Comprehensive Plan. Staff recommends approval of the preliminary plat, final plat, and site plan subject to remaining staff comments and review of the legal documents. 1501 50TH ST. WEST DES MOINES, IOWA 50266PH: (515) 369-4400 Fax: (515) 369-4410CIVIL DESIGN ADVANTAGEUTILITY WARNINGEXISTING/ PROPOSED USECONSTRUCTION SCHEDULEDEVELOPMENT SUMMARYSUBMITTAL DATESARCHITECTZONINGINDEX OF SHEETSVICINITY MAPGENERAL LEGENDENGINEER/ SURVEYORLEGAL DESCRIPTIONDATE OF SURVEYBENCHMARKSwww.iowaonecall.com1-800-292-8989ONE CALLIOWAONE CALLKnow what'sbefore you dig.below.CallLot 1 Of James Pointe Plat 2Lot 1 Of James Pointe Plat 2PRELIMINARY PLAT/SITE PLAN FOR:OWNER/ APPLICANTPRELIMINARYllllll1500 NW GETTYSBURG LANEWAUKEE, IOWA123456789101112131415161720212223242526272819182930NW 17TH STREET RACCOON RIVERVALLEY TRAILHICKMAN RD / HWY 6T AVENUENW VENTURE DRIVENW VICKSBURG COURTNW GETTYSBURG LANENW SUNRISE DRSITE LOCATIONWAUKEE, IOWA REVISIONS DRAFTED:ENGINEER:CIVIL DESIGN ADVANTAGE DATE LOT 1 OF JAMES POINTE PLAT 2 PHONE: (515) 369-4400 3405 S.E. CROSSROADS DRIVE, SUITE G GRIMES, IOWA 501112109.74001/06/2022DATE:SHEET NUMBER:C0.1COVER NW GETTYSBURG LANELOT 22 OFJAMESPOINTEPLAT 1LOT 23 OFJAMESPOINTEPLAT 1WAUKEE, IOWA REVISIONS DRAFTED:ENGINEER:CIVIL DESIGN ADVANTAGE DATE LOT 1 OF JAMES POINTE PLAT 2 PHONE: (515) 369-4400 3405 S.E. CROSSROADS DRIVE, SUITE G GRIMES, IOWA 501112109.74001/06/2022DATE:SHEET NUMBER:C1.1TOPOGRAPHICAL SURVEY/ DEMOLITION PLANDEMOLITION NOTESTRAFFIC CONTROL NOTES NW GETTYSBURG LANEPROPOSED BUILDING28,239 SFHEIGHT: 22.00 FTFFE=1030.0030' FRONT YARD30' FRONT YARD30' REAR YARD30' REAR YARD10' PARKING SETBACK10' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK5' PARKING SETBACK 5' PARKING SETBACK WAUKEE, IOWA REVISIONS DRAFTED:ENGINEER:CIVIL DESIGN ADVANTAGE DATE LOT 1 OF JAMES POINTE PLAT 2 PHONE: (515) 369-4400 3405 S.E. CROSSROADS DRIVE, SUITE G GRIMES, IOWA 501112109.74001/06/2022DATE:SHEET NUMBER:C2.1DIMENSION PLANGENERAL NOTESPAVEMENT THICKNESS NW GETTYSBURG LANEPROPOSED BUILDING28,239 SFHEIGHT: 22.00 FTFFE=1030.00WAUKEE, IOWA REVISIONS DRAFTED:ENGINEER:CIVIL DESIGN ADVANTAGE DATE LOT 1 OF JAMES POINTE PLAT 2 PHONE: (515) 369-4400 3405 S.E. CROSSROADS DRIVE, SUITE G GRIMES, IOWA 501112109.74001/06/2022DATE:SHEET NUMBER:C3.1GRADING PLANGRADING NOTES WAUKEE, IOWA REVISIONS DRAFTED:ENGINEER:CIVIL DESIGN ADVANTAGE DATE LOT 1 OF JAMES POINTE PLAT 2 PHONE: (515) 369-4400 3405 S.E. CROSSROADS DRIVE, SUITE G GRIMES, IOWA 501112109.74001/06/2022DATE:SHEET NUMBER:C3.2GRADING PLAN 1ENLARGEMENT #12ENLARGEMENT #23ENLARGEMENT #34ENLARGEMENT #4 WAUKEE, IOWA REVISIONS DRAFTED:ENGINEER:CIVIL DESIGN ADVANTAGE DATE LOT 1 OF JAMES POINTE PLAT 2 PHONE: (515) 369-4400 3405 S.E. CROSSROADS DRIVE, SUITE G GRIMES, IOWA 501112109.74001/06/2022DATE:SHEET NUMBER:C3.3GRADING PLAN 5ENLARGEMENT #56ENLARGEMENT #6 PROPOSED BUILDING28,239 SFHEIGHT: 22.00 FTFFE=1030.00DA #12.71 ACRl l l l lll l l l l l l l l lll l l l lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllNW GETTYSBURG LANElllllllllllllllllllllllll l l l l l l llllllllllllllllll l l l l lllllllllllllllllllllllllllllllllllll LOT 1 OF JAMESPOINTE PLAT 2WAUKEE, IOWA REVISIONS DRAFTED:ENGINEER:CIVIL DESIGN ADVANTAGE DATE LOT 1 OF JAMES POINTE PLAT 2 PHONE: (515) 369-4400 3405 S.E. CROSSROADS DRIVE, SUITE G GRIMES, IOWA 501112109.74001/06/2022DATE:SHEET NUMBER:C3.4EROSION AND SEDIMENT CONTROL PLANRllllSWPPP LEGENDDISCHARGE POINT SUMMARYSTABILIZATION QUANTITIESNOTES: 150' HYDRANTRADIUS1 5 0 ' H Y D R A N T R A D I U S 150' HYDRANTRADIUS 150' HYDRANTRADIUS150' HYDRANTRADIUS1 5 0 ' H Y D R A N TRADIUS 150' HYDRANTRADIUS150' HYDRANTRADIUS150' HYDRANTRADIUS 150' HYDRANTRADIUSNW GETTYSBURG LANEPROPOSED BUILDING28,239 SFHEIGHT: 22.00 FTFFE=1030.00WAUKEE, IOWA REVISIONS DRAFTED:ENGINEER:CIVIL DESIGN ADVANTAGE DATE LOT 1 OF JAMES POINTE PLAT 2 PHONE: (515) 369-4400 3405 S.E. CROSSROADS DRIVE, SUITE G GRIMES, IOWA 501112109.74001/06/2022DATE:SHEET NUMBER:C4.1UTILITY PLANUTILITY NOTES WAUKEE, IOWA REVISIONS DRAFTED:ENGINEER:CIVIL DESIGN ADVANTAGE DATE LOT 1 OF JAMES POINTE PLAT 2 PHONE: (515) 369-4400 3405 S.E. CROSSROADS DRIVE, SUITE G GRIMES, IOWA 501112109.74001/06/2022DATE:SHEET NUMBER:C5.1DETAILS1CITY OF WAUKEE CONCRETE FLUME DETAIL NO. 312CURB RAMPS OUTSIDE OF INTERSECTION RADIUS3CLASS "A" INTEGRAL CURB AND SIDEWALK4CONCRETE DRIVEWAY TYPE A5ROOF DRAIN CONNECTION WITH TEE NW GETTYSBURG LANEPLANT SCHEDULEWAUKEE, IOWA REVISIONS DRAFTED:ENGINEER:CIVIL DESIGN ADVANTAGE DATE LOT 1 OF JAMES POINTE PLAT 2 PHONE: (515) 369-4400 3405 S.E. CROSSROADS DRIVE, SUITE G GRIMES, IOWA 501112109.74001/06/2022DATE:SHEET NUMBER:L1.1LANDSCAPE PLANOPEN SPACE PLANTING REQUIREMENTSPARKING LOT PLANTING REQUIREMENTSFRONTAGE PLANTING REQUIREMENTSLANDSCAPE NOTESHATCH LEGEND FINISHED FLOOR 0" T.O. GLAZING 10' - 0" TRUSS BEARING 16' - 0" T.O. PARAPET 2 20' - 8" ACD T.O. PARAPET 1 18' - 8" B 20' - 0" 32' - 0" 32' - 0" 84' - 0" CMU-2 CMU-1 CMU-2 CMU-1 VIS-1CMU-2SF-1CMU-1 COP-1 GRADE (REFER TO CIVIL) ROOFTOP UNITS SCREENED BY SIDE PARAPET FINISHED FLOOR 0" T.O. GLAZING 10' - 0" 1213143456789101112 TRUSS BEARING 16' - 0" T.O. PARAPET 2 20' - 8" 15' - 0"27' - 0"31' - 0"31' - 0"31' - 0"31' - 0"31' - 0"31' - 0"31' - 0"31' - 0"31' - 0"27' - 0"15' - 0" 363' - 0" T.O. PARAPET 1 18' - 8" CMU-2 CMU-1 CMU-2 SF-1 VIS-1 CMU-1 CMU-2 COP-1COP-1 VERTICAL BAR WALL SCONCE, TYP.FDC (REFER TO CIVIL)GRADE (REFER TO CIVIL) ROOFTOP UNITS TO BE SCREENED BY FRONT PARAPET FINISHED FLOOR 0" T.O. GLAZING 10' - 0" 1 2 13 143456789101112 TRUSS BEARING 16' - 0" T.O. PARAPET 2 20' - 8" T.O. PARAPET 1 18' - 8" 15' - 0" 27' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 27' - 0" 15' - 0" 363' - 0" CMU-1DS-1 GUT-1 CONCRETE FILLED STEEL BOLLARD; PAINTED, TYP. EXTERIOR WALL PACK LIGHT, TYP.GRADE (REFER TO CIVIL) FINISHED FLOOR 0" T.O. GLAZING 10' - 0" TRUSS BEARING 16' - 0" T.O. PARAPET 2 20' - 8" A C D T.O. PARAPET 1 18' - 8" B 32' - 0" 32' - 0" 20' - 0" 84' - 0" CMU-1 CMU-2 CMU-1 CMU-2 CMU-1CMU-2VIS-1 SF-1 GRADE (REFER TO CIVIL) SAA JOB #: This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 2021 by Simonson & Associates Architects, L.L.C. 24"x36" SHEET (FULL SIZE) -SCALE IS AS NOTED. 12"x18" SHEET (HALF SIZE) -SCALE IS ONE-HALF OF WHAT IS NOTED OTHER SHEET SIZES NOT TO SCALE 21137 JAMES POINTE LOTS 22 & 23 WAUKEE, IA 12/21/2021 SCALE:1/16" = 1'-0"1 EAST ELEVATION SCALE:1/16" = 1'-0"2 NORTH ELEVATION SCALE:1/16" = 1'-0"3 SOUTH ELEVATION SCALE:1/16" = 1'-0"4 WEST ELEVATION EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION CMU-1 8"x8"x16" CMU BLOCK, VERTICAL JOINTS STAGGERED, GROUTED & REINFORCED CELLS (REFER TO STRUCTURAL FOR REINFORCEMENT); COLOR: GRAY CMU-2 8"x8"x16" SPLIT FACE CMU, VERTICAL JOINTS STAGGERED, GROUTED & REINFORCED CELLS (REFER TO STRUCTURAL FOR REINFORCEMENT); COLOR: CHARCOAL COP-1 PREFINISHED METAL COPING; COLOR: BLACK DS-1 PREFINISHED METAL DOWNSPOUT; COLOR: BLACK GUT-1 CONTINUOUS OVERSIZED PREFINISHED METAL GUTTER; COLOR: BLACK SF-1 T.B. ALUMINUM STOREFRONT FRAMING; COLOR: BLACK VIS-1 1" INSULATED VISION GLASS; CLEAR W/ LOW E COATING NORTH ELEVATION (FRONT)7,442 SF TOTAL FENESTRATIONS = 2,413 SF 32.0% SPLIT FACE CMU = 2,022 SF 27.0% STANDARD CMU = 3,007 SF 41.0% Secondary materials shall not comprise more than 40% of all elevations. MATERIAL CALCULATIONS (CITY OF WAUKEE) TYPICAL U.O.N • EXPOSED CONCRETE: GRIND SMOOTH & RUBCOAT WITH CEMENT SLURRY. • EXPOSED LINTELS: GALVANIZED AND PAINTED TO MATCH ADJ. MATERIAL. • SCUPPERS, GUTTERS, & DOWNSPOUTS: METAL PREFINISHED TO MATCH ADJ. MATERIAL. • CAULKS & SEALANTS: COLOR MATCHED TO ADJ. MATERIALS. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJ. MATERIALS. • LIGHT FIXTURES: METAL PRE-FINISHED HOUSINGS TO MATCH ADJ. OPENING FRAMING. SOUTH ELEVATION 6,459 SF TOTAL FENESTRATIONS = 2,141 SF 44.0% SPLIT FACE CMU = 0 SF 15.0% STANDARD CMU = 4,318 SF 30.0% Secondary materials shall not comprise more than 40% of all elevations. EAST ELEVATION 1,696 SF TOTAL FENESTRATIONS = 210 SF 12.0% SPLIT FACE CMU = 571 SF 34.0% STANDARD CMU = 915 SF 54.0% Secondary materials shall not comprise more than 40% of all elevations. WEST ELEVATION 1,696 SF TOTAL FENESTRATIONS = 210 SF 12.0% SPLIT FACE CMU = 571 SF 34.0% STANDARD CMU = 915 SF 54.0% Secondary materials shall not comprise more than 40% of all elevations. 1 2 13 143456789101112 M-2011 M-201 2 M-201 3 M-201 4 A C D B 15' - 0" 27' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 31' - 0" 27' - 0" 15' - 0" 363' - 0"20' - 0" 32' - 0" 32' - 0"84' - 0"15' - 0"333' - 0"15' - 0"20' - 0"64' - 0"SUITE 101 SUITE 102 SUITE 103 SUITE 104 SUITE 105 SUITE 106 SUITE 107 SUITE 108 SUITE 109 SUITE 110 SUITE 111 RISER FDC ROOF ACCESS LADDER10' - 0"10' - 0"SAA JOB #: This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 2021 by Simonson & Associates Architects, L.L.C. 24"x36" SHEET (FULL SIZE) -SCALE IS AS NOTED. 12"x18" SHEET (HALF SIZE) -SCALE IS ONE-HALF OF WHAT IS NOTED OTHER SHEET SIZES NOT TO SCALE 21137 JAMES POINTE LOTS 22 & 23 WAUKEE, IA 12/21/2021 SAA JOB #: This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 2021 by Simonson & Associates Architects, L.L.C. 24"x36" SHEET (FULL SIZE) -SCALE IS AS NOTED. 12"x18" SHEET (HALF SIZE) -SCALE IS ONE-HALF OF WHAT IS NOTED OTHER SHEET SIZES NOT TO SCALE 21137 JAMES POINTE LOTS 22 & 23 WAUKEE, IA 12/21/2021 PREFINISHED SHEET METAL CAP BOND BEAM GRADE TREATED 2x8 GUARD RAIL ANCHOR TO BRICK WALL W 1/2" EXP. BOLTS @ 16" O.C. 8x8x16 CMU W/ INTEGRAL COLOR & INTEGRAL WATER REPELLANT 2 M-801 1 M-801 T.S. 6x6x1/4 CORNER POSTS @ GATE DOORS STRUCTURAL CMU BEYOND T.S. 3x2x3/16 FRAME & CROSS BRACE @ GATE DOORS COMPOSITE CLADDING (TREX OR EQUIV.) OVER PLYWOOD SHEATHING ON STEEL FRAME GATES TREATED 2x8 WOOD GUARD RAIL ANCHOR TO BRICK WALL AT HEIGHT OF DUMPSTER PINS PIPE BOLLARD FOUNDATION 6" THICK CONCRETE DUMPSTER PAD PREFINISHED SHEET METAL CAP OVER EPDM OVER TREATED WOOD BLOCKING A-801 6 A-8017 1 M-801 2 M-801 12' - 0"1' - 4" 16' - 0" 1' - 4" 18' - 8" 6" STEEL BOLLARD - CONCRETE FILLED & PAINTED, TYP. 8x8x16 CMU W/ INTEGRAL COLOR & INTEGRAL WATER REPELLANT #4 VERT. @ 48" O.C. AND AT CORNERS IN GROUTED CELLS, TYP. 6" x 6" x 1/4" GALV. TUBE STEEL COLUMN. SUBMERGE 48" MIN. INTO FOOTING 6" STEEL BOLLARD - CONCRETE FILLED & PAINTED, TYP. THICKENED SLAB SWINGING GATE WITH GALVANIZED & PAINTED STEEL FRAME ALL EXPOSED STEEL TO BE GALV. AND PAINTED, TYP M-801 6 M-801 4 M-8015 2 M-801 PREFINISHED SHT MTL CAP FLASHING 8x8x16 CMU W/ INTEGRAL COLOR & INTEGRAL WATER REPELLANT (3) HEAVY DUTY PIN HINGES PER POST WELDED TO GATE SUBMERGE T.S. COLUMN 48" INTO FOOTING SWINGING GATE WITH PAINTED STEEL FRAME ALL EXPOSED STEEL TO BE GALV. AND PAINTED, TYP COMPOSITE CLADDING (TREX OR EQUIV.) OVER PLYWOOD SHEATHING W/ STEEL FRAME 1 M-801 PREFINISHED METAL COPING 6" STEEL BOLLARD - CONCRETE FILLED & PAINTED, TYP. 8x8x16 CMU W/ INTEGRAL COLOR & INTEGRAL WATER REPELLANT 6X6X1//4 GALV. STEEL TUBE - PAINT 3/4" DIA. STEEL HINGE PIN (WELDED TO STEEL TUBE) 3/4" DIA. STEEL HINGE SLEEVE (BOLTED TO DOOR) METAL FRAMING W/ TREX COMPOSITE DECKING 5/8" DIA. BAR SIDE FRONT 1/4" PLATE 5/8" I.D. RING 3/8" DIA. HOLE 5/8" I.D. SPRING 5/8" I.D. RING 3/8" DIA. HOLE 2"3' - 0"5" 2"4 3/4" 1' - 0"4 3/4"3 3/4"6 1/2"1 3/4"SAA JOB #: This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 2021 by Simonson & Associates Architects, L.L.C. 24"x36" SHEET (FULL SIZE) -SCALE IS AS NOTED. 12"x18" SHEET (HALF SIZE) -SCALE IS ONE-HALF OF WHAT IS NOTED OTHER SHEET SIZES NOT TO SCALE 21137 JAMES POINTE LOTS 22 & 23 WAUKEE, IA 12/21/2021 SCALE:1/4" = 1'-0"1 TRASH ENCLOSURE SECTION SCALE:1/4" = 1'-0"2 TRASH ENCLOSURE SECTION NORTH SCALE:1/4" = 1'-0"3 TRASH ENCLOSURE PLAN SCALE:1/4" = 1'-0"4 TRASH ENCLOSURE FRONT SCALE:1/4" = 1'-0"5 TRASH ENCLOSURE SIDE SCALE:1 1/2" = 1'-0"6 TRASH HINGE SCALE:3/4" = 1'-0"7 TRASH PIN