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Home My WebLink About2025-10-20 I08 James Pointe Plat 1, Lot 27_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: October 20, 2025 AGENDA ITEM: Consideration of approval of resolution approving a site plan for James Pointe Plat 1, Lot 27 (1675 NW Gettysburg Lane) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for a warehouse/office building, located north of NW Gettysburg Lane and east of NW 17th Street, containing 1.48-acres. The site plan includes the construction of one building that is 20,776 square feet in area and 30-feet in height. No monument signs or trash enclosures are proposed. Two accesses will be provided to the site. One off of NW 17th Street and one off of NW Gettysburg Lane. A total of 21 parking spaces are required and they are providing 24 spaces, including 1 accessible space. A ten-foot wide trail exists along NW 17th Street along the west side of the site. A five-foot wide sidewalk will be constructed along the north side of NW Gettysburg Lane. Public utilities are provided to the site. Storm water detention will be provided with an offsite regional basin located to the northeast of the subject site. The regional basin is owned and maintained by the property owner to the north. A minimum of 15% of the site is required to be open space, they are providing 33%. They are providing the required amount of plantings, including a 40-foot landscape buffer along the north property line, abutting the existing townhome development. The building elevations are proposed to be constructed mostly of precast concrete panels and glazing. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the site plan request at their meeting on October 14, 2025, and recommended approval: I8 Approval of a Site Plan for James Pointe Plat 1, Lot 27 (1675 NW Gettysburg Lane) Melissa DeBoer, Planning Coordinator, introduced the request for approval of a site plan for a warehouse/office building, as requested by 1031-22, LLC, represented by Korey Marsh of Snyder & Associates. The property is located north of NW Gettysburg Lane and east of NW 17th Street, containing approximately 1.48 acres. The site plan identifies the construction of one building that is 20,776 square feet in area on a 1.48-acre lot. The building is proposed to be used for warehouse and office space. The building will be 30-feet in height. No monument signs or trash enclosures are proposed. Two access points are provided to the site. One access will be from NW 17th Street on the west side and one access from NW Gettysburg Lane on the south side. A total of 21 parking spaces are required for this project. The total amount of parking proposed is 24, including one accessible parking space. The proposed site plan meets the parking requirements. Utilities were extended to the lot as part of the improvements for James Pointe Plat 1. Stormwater will be managed on the north side of the site and will outlet into a regional basin to the north. The regional basin is owned and maintained by the property owner to the north. A minimum of 15% of the project area is required to be open space. The total amount of open space proposed is 33.11%. The plantings shown on the landscape plan meet the minimum requirements of the Landscape & Open Space Ordinance. A 40-foot landscape buffer is required along the north property line abutting the existing townhome development. The building is proposed to be constructed predominantly of precast concrete panels and glazing. The site plan is in general conformance with the Zoning Ordinance, Site Plan Ordinance, and Comprehensive Plan. Staff recommends approval of the site plan for James Pointe Plat 1, Lot 27 subject to remaining staff comments. Discussion as follows: • General discussion of building use, potentially contractor storage, unknown if it is a single use at this time Motion by Commissioner Tuel for approval of a site plan for James Pointe Plat 1, Lot 27 (1675 NW Gettysburg Lane), seconded by Commissioner Broderick. Ayes: Broderick, Beenken, Lohse, and Tuel. Nays: None. Motion carried. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan IV. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2025- APPROVING THE SITE PLAN FOR JAMES POINTE PLAT 1, LOT 27 (1675 NW GETTYSBURG LANE) 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 1, Lot 27, subject to remaining staff comments on October 14, 2025; AND, WHEREAS, the Site Plan for James Pointe Plat 1, Lot 27 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 1, Lot 27 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 October, 2025, that the Site Plan for James Pointe Plat 1, Lot 27 is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN R. Charles Bottenberg Chris Crone Rob Grove Anna Bergman Pierce Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: James Pointe Plat, Lot 27 - Site Plan PREPARED BY: Andy Kass – Community Development Director REPORT DATE: October 10, 2025 MEETING DATE: October 14, 2025 GENERAL INFORMATION Applicant / Owner: 1031-22, LLC Owner’s Representative: Korey Marsh, PE, Snyder & Associates Request: The applicant is requesting approval of a site plan for warehouse/office building Location and Size: Property is located north of NW Gettysburg Lane and east of NW 17th Street, containing approximately 1.48-acres. Property Address: 1675 NW Gettysburg Lane AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. October 9, 2025 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 Redwood Living Mixed Use R-4 (Row Dwelling & Townhome District) South Warehouse/Office Mixed Use M-1 (Light Industrial District) East Vacant – Undeveloped Mixed Use M-1 (Light Industrial District) West Vacant - Undeveloped Mixed Use M-1 (Light Industrial District) PROJECT DESCRIPTION The site plan identifies the construction of one building that is 20,776 square feet in area on a 1.48-acre lot. The building is proposed to be used for warehouse and office space. The building will be 30-feet in height. No monument signs or trash enclosures are proposed. 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 points are provide to the site. One access will be from NW 17th Street on the west side and one access from NW Gettysburg Lane on the south side. A total of 21 parking spaces are required for this project. The total amount of parking proposed is 24, including one accessible parking space. The proposed site plan meets the parking requirements. SIDEWALKS/TRAILS A 5-foot-wide sidewalk will be constructed on the north side of NW Gettysburg Lane, adjacent to the subject property. There is an existing 10-foot trail along the east side of NW 17th Street. UTILITIES Utilities were extended to the lot as part of the improvements for James Pointe Plat 1. Stormwater will be managed on the north side of the site and will outlet into a regional basin to the north. The regional basin is owned and maintained by the property owner to the north. October 9, 2025 3 of 3 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 33.11%. The plantings shown on the landscape plan meet the minimum requirements of the Landscape & Open Space Ordinance. A 40-foot landscape buffer is required along the north property line abutting the existing townhome development. ELEVATIONS Colored building elevations are included for review. The building is proposed to be constructed predominantly of precast concrete panels and glazing. STAFF RECOMMENDATION The site plan is in general conformance with the Zoning Ordinance, Site Plan Ordinance, and Comprehensive Plan. Staff recommends approval of the site plan for James Pointe Plat 1, Lot 27 subject to remaining staff comments. BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M LM W 06 - 1 0 - 2 0 2 5 20 0 ' 12 5 . 0 5 1 8 . 0 1 C1 0 0 125.0518.01 C100 JA M E S P O I N T E P L A T 1 , L O T 2 7 TI T L E S H E E T WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 07 - 0 8 - 2 5 0 8 - 2 6 - 2 5 09 - 0 9 - 2 5 09 - 2 3 - 2 5 LJ M LJ M LJ M LM W 2345 TT N - R R W - S S V: \ P r o j e c t s \ 2 0 2 5 \ 1 2 5 . 0 5 1 8 . 0 1 \ C A D D \ S P _ 1 2 5 0 5 1 8 _ T S H . d w g LO G A N M Y E R S , TI T L E S H E E T , 20 2 5 / 0 9 / 2 3 , 10 : 0 0 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 200 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, 2026 Pages or sheets covered by this seal: KOREY M. MARSH P25347 D P R O F E L NS E ICE IONAL E N G I N E ER AIOW SS SITE PLAN FOR JAMES POINTE PLAT 1, LOT 27 1675 NW GETTYSBURG LANE CITY OF WAUKEE, DALLAS COUNTY, IOWA OWNER/APPLICANT 1031-22, LLC. 119 19TH STREET WEST DES MOINES, IOWA 50265 CONTACT: CASEY SHELTON PHONE: (515) 499-6194 SNYDER & ASSOCIATES 2727 SW SNYDER BLVD. ANKENY, IOWA 50023 CONTACT: KOREY MARSH PHONE: (515) 964-2020 VICINITY MAP PROJECT LOCATION ENGINEER NW GETTYSBURG LANE NW VICKSBURG COURT NW 1 7 T H S T R E E T Sheet List Table Sheet Number Sheet Title C100 TITLE SHEET C200 PROJECT INFORMATION C300 DIMENSION & UTILITY PLAN C400 EROSION CONTROL PLAN C401 DETAILED GRADING PLAN C500 PLANTING PLAN C600 SITE DETAILS C100-C401, C600 P E F RO S S O N LA I AC PNALCDS CARH E CE T TII A ETST F IO AW O License Expires: June 30, 2026 NICHOLAS L HUSS 835 LANDSCAPE ARCHITECT NO. Nicholas L. Huss, PLA License Number Pages or sheets covered by this seal: 835 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. C500 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M LM W 06 - 1 0 - 2 0 2 5 12 5 . 0 5 1 8 . 0 1 C1 0 1 125.0518.01 C101 JA M E S P O I N T E P L A T 1 , L O T 2 7 PR O J E C T I N F O R M A T I O N WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 07 - 0 8 - 2 5 0 8 - 2 6 - 2 5 09 - 0 9 - 2 5 09 - 2 3 - 2 5 LJ M LJ M LJ M LM W 2345 TT N - R R W - S S V: \ P r o j e c t s \ 2 0 2 5 \ 1 2 5 . 0 5 1 8 . 0 1 \ C A D D \ S P _ 1 2 5 0 5 1 8 _ T S H . d w g LO G A N M Y E R S , PR O J E C T I N F O R M A T I O N , 20 2 5 / 0 9 / 2 3 , 10 : 0 0 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) 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 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 2025 WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 2025 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 COMMUNITY DEVELOPMENT 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 MINIMUM 8" DEPTH TO FINISH GRADES TO CONFORM TO SUDAS SPECIFICATIONS SECTION 2010. 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 COMMUNITY DEVELOPMENT 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 COMMUNITY DEVELOPMENT 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. 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. APPROVED FIRE APPARATUS ACCESS ROAD SHALL BE PROVIDED AS SOON AS CONSTRUCTION OF THE BUILDINGS COMMENCES. THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF THE IFC SECTION 503.2 AND SHALL EXTEND TO WITHIN 100 FEET OF THE FACILITY AND 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. DD. ALL SIGNAGE IS TO BE REVIEWED UNDER SEPARATE SIGN PERMIT PROCESS. GENERAL USE WAREHOUSE/OFFICE PROPERTY DESCRIPTION JAMES POINTE PLAT 1 LOT 27 PROPERTY ADDRESS 1675 NW GETTYSBURG LANE WAUKEE, IA 50263 ZONING M-1: LIGHT INDUSTRIAL OPEN SPACE SITE AREA: 64,316 SF (1.48 AC) IMPERVIOUS AREA:42991 SF (66.8%) PERVIOUS AREA:21,325 SF (33.2%) BULK REGULATIONS LOT AREA = NONE FRONT YARD= 30 FEET SIDE YARD = NONE EXCEPT FOR WHEN ADJACENT TO AN "R" OR "C-1" DISTRICT OR STREET R.O.W LINE, THEN 25 FEET REAR YARD = 30 FEET MINIMUM OPEN SPACE = 15% PARKING REQUIREMENTS WAREHOUSE: 1 PER /1,000 SF OR 1 SPACE PER 2 EMPLOYEES 20,776 SF/ 1,000= 21 SPACES REQUIRED 8 EMPLOYEES= 4 SPACES REQUIRED TOTAL SPACES REQUIRED= 21 SPACES TOTAL SPACES PROVIDED = 24 SPACES (INCLUDING 1 ACCESSIBLE STALL) BUILDING DESCRIPTION TOTAL WAREHOUSE BUILDINGS =20,776 SF OCCUPANCY (WAREHOUSE) CONSTRUCTION TYPE TYPE II-B BOTH BUILDINGS: BUILDING HEIGHT= 30'-0" (1 STORY) UTILITY CONTACT INFORMATION UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552003655. AUREON NETWORK SERVICES JEFF KLOCKO 515-830-0445 JEFF.KLOCKO@AUREON.COM CENTURYLINK TOM STURMER 720-578-8090 THOMAS.STURMER@CENTURYLINK.COM CONSOLIDATED COMMUNICATIONS JUSTIN GREV 507-386-3606 JUSTIN.GREV@CONSOLIDATED.COM INTERNET CONSULTING SERVICES, ADAM WOODARD 515-268-4045 LOCATES@ICS-LLC.NET MEDIACOM COMMUNICATIONS CORP PAUL MAY 515-246-2252 PMAY@MEDIACOMCC.COM MI-FIBER JACK JONES 515-897-9192 JACK@GRM.NET F01-FIBER OPTIC FO2-FIBER OPTIC C1-COMMUNICATIONS NO RESPONSE NO RESPONSE CLEAR NO RESPONSE E-ELECTRIC OE-OVERHEAD ELECTRIC G-GAS NO RESPONSE FO3-FIBER OPTIC FO4-FIBER OPTIC W-WATER S-SANITARY SEWER MIDAMERICAN ENERGY CRAIG RANFELD 515-252-6632 MECDSMDESIGNLOCATES@MIDAMERICAN.COM NEXGEN INTEGRATED COMMUNICATIO RYAN ROLWES 515-369-7131 RYAN@NEXGENCOM.COM UNITE PRIVATE NETWORKS, LLC JOE KILZER 816-425-3556 UPNGIS@UPNFIBER.COM WINDSTREAM COMMUNICATIONS LOCATE DESK 800-289-1901 LOCATE.DESK@WINDSTREAM.COM WAUKEE, CITY OF TIM ROYER 515-978-7920 TROYER@WAUKEE.ORG CONTROL POINTS IOWA SOUTH STATE PLANE COORDINATE SYSTEM NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET CP100 N=590350.29 E=1530056.77 Z=1028.67 FOUND 1/2" REBAR WITH YELLOW PLASTIC CAP (SE PROPERTY CORNER) LOCATED +-15' NORTH OF CURB & +-10' WEST OF PEDESTAL. (AS SHOWN ON SURVEY) CP101 N=590360.90 E=1529779.23 Z=1031.24 FOUND CUT "X" AT NE QUADRANT OF NW 17TH STREET & NW GETTYSBURG LANE AT END OF RADIUS. (AS SHOWN ON SURVEY) CP102 N=590601.12 E=1529780.28 Z=1029.89 SET CUT "X" ON EAST SIDE OF NW 17TH STREET AT DOUBLE BACK OF CURB INTAKES, NW CORNER SITE. (AS SHOWN ON SURVEY) BENCHMARKS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET BM500 N=590365- E=1529929- Z=1031.08 BURY BOLT ON HYDRANT LOCATED NORTH SIDE OF NW GETTYSBURG LANE, AT CENTER SITE. (AS SHOWN ON SURVEY) DATE OF SURVEY APRIL 21, 2025 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". PROPOSED BUILDING 20,776 SF FFE=1029.00 T N89°42'23"W 257.89' M N89°53'57"E 257.88' P N0 ° 1 5 ' 2 0 " E 2 4 9 . 7 8 ' M N0 ° 0 6 ' 0 3 " W 2 5 0 . 0 0 ' P S89°45'00"E 232.83' M N89°53'57"E 232.88' P S0 ° 1 6 ' 3 1 " W 2 2 5 . 0 5 ' M S0 ° 0 6 ' 0 3 " E 2 2 5 . 0 0 ' P C 1 40' Landscape Buffer Easement (Book 2021, Page 247) 25' Private Storm Sewer & Overland Flowage Easement (Book 2021, Page 251) 20' Private Storm Sewer & Overland Flowage Easement 5' Gas Easement 30' Sanitary Sewer Easement 30' Sanitary Sewer Easement (Book 2021, Page 246) 10' P.U.E. (Book 2021, Page 245) 10' P.U.E. (Book 2021, Page 245) 30' SETBACK 30' SETBACK 30 ' S E T B A C K 100 101 102 BM500 PVC Service Electric Cabinet On Concrete Pad F.L.=1011.98 54" RCP SW F.L.=1019.93 18" RCP NNE Intake=1027.78 F.L.=1023.79 15" RCP S Intake=1027.70 F.L.=1023.62 15" RCP N Rim=1029.13 Inv=1016.63 8" TRUSS N Inv=1016.63 8" TRUSS E Inv=1016.63 8" TRUSS W Rim=1025.25 Inv=1018.65 8" TRUSS N Inv=1018.65 8" TRUSS S Inv=1018.65 8" TRUSS W Rim=1024.73 F.L.=1018.68 18" RCP SW F.L.=1013.08 48" RCP W F.L.=1012.78 54" RCP NE Intake=1029.26 F.L.=1018.21 36" RCP E F.L.=1018.21 36" RCP W Rim=1030.57 F.L.=1020.17 48" RCP N West & South Pipes Offset In Structure Unable To Obtain Inverts Rim=1029.88 Intake=1029.23 F.L.=1017.84 48" RCP S F.L.=1017.78 36" RCP W F.L.=1017.74 48" RCP E CONCRETE NW GETTYSBURG LANE CO N C R E T E NW 1 7 T H S T R E E T CONCRETE EX I S T I N G 1 0 ' W I D E T R A I L EX I S T I N G 1 0 ' W I D E T R A I L CURVE TABLE CURVE NO. C1 M Δ 90°08'48" RADIUS 25.00' ARC LENGTH 39.33' TANGENT 25.06' CHORD BEARING/LENGTH S44°59'19"E 35.40' C1 P 90°00'00"25.00'39.27'-S45°06'03"E 35.36' 50 ' 38 ' 98 ' 8' 18 ' 25 ' 25 ' 212' 9'9.5' 8' ST-3, INTAKE, SW-511 RIM: 1027.70 INV: 1023.43 (IN W) INV: 1023.29 (OUT E) ST-4, INTAKE, SW-511 RIM: 1027.65 INV: 1022.50 (IN W) INV: 1022.40 (OUT E) ST-2, 8'' NYLOPLAST DRAIN BASIN W/ DOME GRATE RIM: 1027.10 INV: 1024.13 (IN N) INV: 1024.03 (OUT E) ST-5, 15'' NYLOPLAST DRAIN BASIN W/ DOME GRATE RIM: 1026.00 INV: 1021.84 (IN W) INV: 1021.74 (OUT N) ST-6A, 24'' NYLOPLAST DRAIN BASIN W/ DOME GRATE RIM: 1024.36 INV: 1020.43 (IN S) INV: 1020.60 (IN W) INV: 1020.33 (OUT N) ST-6B, 30'' NYLOPLAST DRAIN BASIN W/ SOLID LID INSTALL ENVIROHOOD ON OUTLET PIPE RIM: 1023.16 INV: 1019.73 (IN S) INV: 1019.63 (OUT NW) BOTTOM OF WELL=1015.68 ST-7, 30'' NYLOPLAST DRAIN BASIN W/ DOME GRATE RIM: 1022.50 INV: 1019.50 (IN SE) INV: 1019.15 (OUT NE) W/ 3" DIA ORIFICE PLATE SEE DETAIL 6/C600 60 LF OF 6" HDPE @ 1.00% 99 LF OF 12" HDPE @ 0.80% 70 LF OF 12" HDPE @ 0.80% 13 1 L F O F 1 2 " H D P E @ 1 . 0 0 % 60 L F O F 1 8 " H D P E @ 1 . 0 0 % 13 LF OF 18" HDPE @ 1.00% 3A 3A3A 3G 7 4A TYP 4A TYP 4B 5A 8E 8D 8F 8C 9D9C 9A 8A 8B 2A 2A 3C 3C 3F 3D3D 3D 3D 3D 3D 3H3H 3K 3F 3D3D 3E 3B3B 3B 1A 1A 2B 1C 1C1C 1B 1B 1B 1B 1B 1B 1B 8A 8H 8A 8I 8A 8G 8G 9B 11 11 2C 3G 3G 8J 10' 10' 5'5' 3G 3I 3I 3J 3B 6B 3B 5' 6C 6C 6C 121212 12 126A6A6A6A 3B 4C 4ATYP5 2 L F O F 6 " H D P E @ 1 . 0 0 % ST-1, 8'' NYLOPLAST DRAIN BASIN RIM: 1027.15 INV: 1024.65 (OUT S) 3D 3D 3D ST-6, 15'' NYLOPLAST DRAIN BASIN RIM: 1028.84 INV: 1024.96 (OUT E)218 LF OF 15" HDPE @ 2.00% 3L 3L 3F INV: 1023.00 42 LF OF 6" SANITARY SEWER @ 2.0% INV: 1022.67 (VERIFY PRIOR TO CONSTRUCTION) 10A 10B V: \ P r o j e c t s \ 2 0 2 5 \ 1 2 5 . 0 5 1 8 . 0 1 \ C A D D \ S P _ 1 2 5 0 5 1 8 _ D I M . d w g LO G A N M Y E R S , DI M E N S I O N & U T I L I T Y P L A N , 20 2 5 / 0 9 / 2 3 , 10 : 0 1 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 20 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M LM W 06 - 1 0 - 2 0 2 5 20 ' 12 5 . 0 5 1 8 . 0 1 C3 0 0 125.0518.01 C300 JA M E S P O I N T E P L A T 1 , L O T 2 7 DI M E N S I O N & U T I L I T Y P L A N WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 07 - 0 8 - 2 5 0 8 - 2 6 - 2 5 09 - 0 9 - 2 5 09 - 2 3 - 2 5 LJ M LJ M LJ M LM W 2345 TT N - R R W - S S 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 REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL 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 CONSIDERED INCIDENTAL TO THE PROJECT. C.EXISTING TREES. D.EXISTING FENCE. 2. DEMOLITION. REMOVE AND DISPOSE OF THE FOLLOWING EXISTING ITEMS: A.GRIND CURB AT DRIVEWAY CONNECTION LOCATIONS. B.REMOVE STORM SEWER AND FES TO LIMITS SHOWN. C.REMOVE AND DISPOSE OF EXISTING CONCRETE. 3. PAVEMENTS, PROVIDE THE FOLLOWING: A.6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. (C4 PCC MIX). B.4" DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. C.CONNECT TO EXISTING PAVEMENTS WITH SUDAS TYPE "A" CONNECTION. D.6" STANDARD CURB. E.NO CURB F.PEDESTRIAN RAMP WITH A MAXIMUM SLOPE OF 8.33%. PROVIDE DETECTABLE WARNING SYSTEM AT RAMPS WHERE PEDESTRIAN TRAFFIC MEETS VEHICULAR TRAFFIC. DETECTABLE WARNING PANELS TO BE CAST IRON WITH NATURAL FINISH. G.7" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. (C4 PCC MIX) H.6" INTEGRAL CURB AND SIDEWALK. I.6" DEPTH PCC TRAIL. CONNECT TO EXISTING AT NEAREST JOINT. J.8" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. (C4 PCC MIX) K.ADA ACCESSIBLE RAMP AT 8.33% MAXIMUM SLOPE. TAPER FROM 6" INTEGRAL CURB TO NO CURB. L.4' WIDE PCC CUNETTE. 4. PAVEMENT MARKINGS PROVIDE THE FOLLOWING: A.4" WIDE PAINTED PARKING STALL LINES, COLOR AS PER OWNER. B.PAINTED STATE OF IOWA APPROVED ACCESSIBLE SYMBOL. C.45° STRIPING AT 3' ON CENTER SPACING WHERE SHOWN. 5. ACCESSIBLE PARKING SIGNAGE: A.PROVIDE BUILDING MOUNTED SIGN WITH VAN ACCESSIBLE SYMBOL AS PER "ADAAG" STANDARDS. 6. SITE AMENITIES, PROVIDE THE FOLLOWING: A.BOLLARD. SEE DETAIL. B.TRANSFORMER LOCATION. C.MODULAR BLOCK WALL. SEE ELEVATIONS ON GRADING PLAN. 7. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILED BUILDING CONSTRUCTION INFORMATION. 8. WATER SERVICES, PROVIDE THE FOLLOWING: A.6" WATER SERVICE LINE. B.REMOVE AND RELOCATE EXISTING HYDRANT ASSEMBLY. C.BUILDING WATER FIRE SERVICE CONNECTION. VERIFY LOCATION AND DEPTH WITH MECHANICAL PLANS PRIOR TO CONSTRUCTION. D.CONNECT TO EXISTING WATER SERVICE. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO CONSTRUCTION. E.RELOCATED HYDRANT ASSEMBLY. F.2" DOMESTIC LINE WITH VALVE. G.45° WATER BEND. H.FIRE DEPARTMENT CONNECTION. I.6" X 6" TEE. J.ADJUST EXISTING VALVE TO PROPOSED GRADE. 9. SANITARY SERVICES, PROVIDE THE FOLLOWING: A.6" SANITARY SEWER SERVICE LINE AT MINIMUM 1.0% SLOPE. B.CONNECT TO EXISTING 6" SANITARY SERVICE. RELOCATE EXISTING CLEANOUT. VERIFY INVERT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. C.RELOCATED SANITARY CLEANOUT. D.CONNECT SANITARY SERVICE TO BUILDING E.CONNECT TO EXISTING 8" SANITARY SEWER. VERIFY INVERT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. 10. COORDINATE ELECTRICAL SERVICES AND METER LOCATION WITH UTILITY SERVICE PROVIDER PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL AND MECHANICAL PLANS FOR INTERIOR UTILITY ROUTING, METERS, DESIGN INFORMATION AND COORDINATE UTILITY CONNECTIONS ACCORDINGLY. A.GAS SERVICE LINE. B.GAS METER LOCATION. 11. CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18" MINIMUM SEPARATION. 12. ROOF DRAIN LOCATION. SEE ARCHITECTURAL PLANS FOR DETAILS. GENERAL CONSTRUCTION NOTES A. NOTIFY THE CITY OF WAUKEE AT LEAST 48 HRS PRIOR TO CONNECTING TO ANY PUBLIC UTILITY. B. ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE STANDARD SPECIFICATION FOR PUBLIC IMPROVEMENTS AND ANY TESTING OR TIE-INS SHALL BE WITNESSED BY THE CITY OF WAUKEE ENGINEERING DEPARTMENT. C. 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. D. ALL WATERMAIN SHALL BE PRESSURE AND BACTERIA TESTED AND DECHLORINATED. PROPOSED BUILDING 20,776 SF FFE=1029.00 T N89°42'23"W 257.89' M N89°53'57"E 257.88' P N0 ° 1 5 ' 2 0 " E 2 4 9 . 7 8 ' M N0 ° 0 6 ' 0 3 " W 2 5 0 . 0 0 ' P S89°45'00"E 232.83' M N89°53'57"E 232.88' P S0 ° 1 6 ' 3 1 " W 2 2 5 . 0 5 ' M S0 ° 0 6 ' 0 3 " E 2 2 5 . 0 0 ' P C 1 40' Landscape Buffer Easement (Book 2021, Page 247) 25' Private Storm Sewer & Overland Flowage Easement (Book 2021, Page 251) 20' Private Storm Sewer & Overland Flowage Easement 5' Gas Easement 30' Sanitary Sewer Easement 30' Sanitary Sewer Easement (Book 2021, Page 246) 10' P.U.E. (Book 2021, Page 245) 10' P.U.E. (Book 2021, Page 245) 30' SETBACK 30' SETBACK 30 ' S E T B A C K 100 101 102 BM500 PVC Service Electric Cabinet On Concrete Pad F.L.=1011.98 54" RCP SW F.L.=1019.93 18" RCP NNE Intake=1027.78 F.L.=1023.79 15" RCP S Intake=1027.70 F.L.=1023.62 15" RCP N Rim=1029.13 Inv=1016.63 8" TRUSS N Inv=1016.63 8" TRUSS E Inv=1016.63 8" TRUSS W Rim=1025.25 Inv=1018.65 8" TRUSS N Inv=1018.65 8" TRUSS S Inv=1018.65 8" TRUSS W Rim=1024.73 F.L.=1018.68 18" RCP SW F.L.=1013.08 48" RCP W F.L.=1012.78 54" RCP NE Rim=1030.57 F.L.=1020.17 48" RCP N West & South Pipes Offset In Structure Unable To Obtain Inverts Rim=1029.88 Intake=1029.23 F.L.=1017.84 48" RCP S F.L.=1017.78 36" RCP W F.L.=1017.74 48" RCP E 1028 1028 10291030 10 3 1 10 3 1 1 0 3 0 1 0 2 6 1 0 2 7 1 0 2 8 1 0 2 9 1 0 3 0 1 0 3 1 1 0 2 5 1 0 2 1 1024 10 2 8 102 51028 1026 1029 1028 1027 1026 1025 1 0 2 4 1025 10 2 6 1 0 2 7 1028 10291030 1 0 2 8 CONCRETE NW GETTYSBURG LANE CO N C R E T E NW 1 7 T H S T R E E T CONCRETE EX I S T I N G 1 0 ' W I D E T R A I L EX I S T I N G 1 0 ' W I D E T R A I L 1030 102 8 102 8 1029 1029 10 3 0 10 2 7 10 2 8 1029 10 2 9 10 2 9 10 3 1 1025 1 0 2 5 1023 1 0 2 3 1 0 2 4 1024 10 2 6 1026 10 2 7 1027 10 2 8 1028 10 2 9 1029 1025 1 0 2 6 1026 1026 1 0 2 7 1 0 2 8 1 0 2 9 1029 CONCRETE WASHOUT STAGING AREA TOPSOIL STOCKPILE STABALIZED CONSTRUCTION ENTRANCE 10 3 0 1 0 2 8 1 0 2 8 10 2 9 10 2 9 10 3 1 SEDIMENT BASKET(TYP) ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●●●● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●●●●●●● ● ● SILT FENCE (TYP) SILT FENCE (TYP) PROVIDE INLET PROTECTION UNTIL REMOVED. LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE ENVIROHOOD (POST CONSTRUCTION MEASURE) ULTIMATE DISCHARGE POINT TO LITTLE WALNUT CREEK PROVIDE 65 SF OF TYPE 1 RECP 5 TONS OF CLASS D RIPRAP (18.5'x4'x1.5') 1027 1028 1 0 2 9 1026 1027 5 TONS OF CLASS D RIPRAP (18.5'x4'x1.5') V: \ P r o j e c t s \ 2 0 2 5 \ 1 2 5 . 0 5 1 8 . 0 1 \ C A D D \ S P _ 1 2 5 0 5 1 8 _ E R O S . d w g LO G A N M Y E R S , ER O S I O N C O N T R O L P L A N , 20 2 5 / 0 9 / 2 3 , 10 : 0 1 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 20 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M LM W 06 - 1 0 - 2 0 2 5 20 ' 12 5 . 0 5 1 8 . 0 1 C4 0 0 125.0518.01 C400 JA M E S P O I N T E P L A T 1 , L O T 2 7 ER O S I O N C O N T R O L P L A N WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 07 - 0 8 - 2 5 0 8 - 2 6 - 2 5 09 - 0 9 - 2 5 09 - 2 3 - 2 5 LJ M LJ M LJ M LM W 2345 TT N - R R W - S S QUANTITIES SUDAS TYPE 4 SEEDING, FERTILIZING & MULCHING 1.51 AC. SILT FENCE 1,100 LF SEDIMENT BASKETS 7 EA DISTURBED AREA 1.51 AC. SOD 0.55 AC . TYPE 1 RECP 65 SF 1.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. 2.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 ANY UTILITY RELOCATIONS WITH UTILITY PROVIDER. 3.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED. 4.ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE FLARED END SECTION. 5.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES. 6.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM STREETS, DRIVEWAYS AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES BY THE END OF THE WORK DAY AND PRIOR TO A RAIN EVENT. 7.SLOPES OF ALL UNPAVED AREAS TO BE 2.0% MINIMUM. 8.CONTRACTOR TO CONTAIN SAWCUTTING/GRINDING SLURRY ON SITE AND DISPOSE OF ACCORDING TO IOWA DNR GENERAL PERMIT NO. 2 GRADING NOTES TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Profile View) FLOW 'T ' S T E E L FE N C E P O S T 4' - 0 " M I N SEE 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 BAC K S L O P E FOR E 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" MI N 20 " M I N 1 1 2 GROUND 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 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. BENCHMARKS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET BM500 N=590365- E=1529929- Z=1031.08 BURY BOLT ON HYDRANT LOCATED NORTH SIDE OF NW GETTYSBURG LANE, AT CENTER SITE. (AS SHOWN ON SURVEY) PROPOSED BUILDING 20,776 SF FFE=1029.00 T 40' Landscape Buffer Easement (Book 2021, Page 247) 25' Private Storm Sewer & Overland Flowage Easement (Book 2021, Page 251) 20' Private Storm Sewer & Overland Flowage Easement 5' Gas Easement 30' Sanitary Sewer Easement 30' Sanitary Sewer Easement (Book 2021, Page 246) 10' P.U.E. (Book 2021, Page 245) 10' P.U.E. (Book 2021, Page 245) 30' SETBACK 30' SETBACK 30 ' S E T B A C K 100 101 102 BM500 PVC Service Electric Cabinet On Concrete Pad F.L.=1011.98 54" RCP SW F.L.=1019.93 18" RCP NNE Intake=1027.78 F.L.=1023.79 15" RCP S Intake=1027.70 F.L.=1023.62 15" RCP N Rim=1029.13 Inv=1016.63 8" TRUSS N Inv=1016.63 8" TRUSS E Inv=1016.63 8" TRUSS W Rim=1025.25 Inv=1018.65 8" TRUSS N Inv=1018.65 8" TRUSS S Inv=1018.65 8" TRUSS W Rim=1024.73 F.L.=1018.68 18" RCP SW F.L.=1013.08 48" RCP W F.L.=1012.78 54" RCP NE Intake=1029.26 F.L.=1018.21 36" RCP E F.L.=1018.21 36" RCP W Rim=1030.57 F.L.=1020.17 48" RCP N West & South Pipes Offset In Structure Unable To Obtain Inverts Rim=1029.88 Intake=1029.23 F.L.=1017.84 48" RCP S F.L.=1017.78 36" RCP W F.L.=1017.74 48" RCP E 1028 1028 10291030 10 3 1 10 3 1 1 0 3 0 1 0 2 6 1 0 2 7 1 0 2 8 1 0 2 9 1 0 3 0 1 0 3 1 1 0 2 5 1 0 2 1 1024 10 2 8 102 51028 1026 1029 1028 1027 1026 1025 1 0 2 4 1025 10 2 6 1 0 2 7 1028 10291030 1 0 2 8 CONCRETE NW GETTYSBURG LANE CO N C R E T E NW 1 7 T H S T R E E T CONCRETE EX I S T I N G 1 0 ' W I D E T R A I L EX I S T I N G 1 0 ' W I D E T R A I L (10 2 9 . 3 3 ) (10 2 9 . 0 6 ) (10 2 9 . 5 4 ) (10 2 8 . 7 7 ) (10 2 9 . 5 6 ) (10 2 9 . 7 1 ) (10 3 0 . 1 2 ) (10 2 9 . 4 1 ) 102 7 . 7 0 6" ST 12" ST 12" ST 12 " S T 18 " S T 1 8 " S T 18 " S T 102 7 . 6 5 102 9 . 0 0 102 9 . 0 0 102 9 . 0 0 102 4 . 5 2 102 3 . 5 0 102 6 . 0 0 102 7 . 1 0 1022.70 1028 102 9 . 0 0 1 0 2 9 . 0 0 102 9 . 0 0 1029.00 ( 1 0 3 0 . 8 7 ) ( 1 0 3 0 . 6 7 ) 102 9 . 7 4 1 0 2 9 . 8 8 ( 1 0 3 0 . 3 1 ) 102 8 . 7 7 1 0 2 7 . 8 6 1 0 2 7 . 8 5 102 9 . 0 0 102 8 . 2 0 102 8 . 2 5 OVE R F L O W 1029.40 TC 1028.90 FL 102 8 . 8 5 102 8 . 9 2 (10 3 0 . 9 4 ) (10 3 1 . 0 1 ) 1029.40 TC 1028.90 G OVERFLOW 1028.70 TC 1028.20 G 102 9 . 0 0 102 9 . 0 0 102 9 . 0 0 OV E R F L O W 1 0 2 8 . 3 0 O V E R F L O W 1026.75 OVERFLOW 102 6 . 0 6 1025.25 OVERFLOW 1024.75FG 1029 . 5 3 1029 . 4 5 1029 . 3 3 1029 . 2 5 1029 . 1 2 1029 . 0 4 1028.85 TC 1028.35 G 1028.85 TC 1028.35 G 1028.85 TC 1028.35 G 10 3 0 10 3 0 10 2 9 10 2 9 10 3 1 1 0 3 0 1 0 2 8 10 2 8 1 0 2 9 1025 1024 1026 1027 1027 1 0 2 7 10 2 8 1030 10 2 7 1025 1024102410241026 100-YR PONDING =1027.21 100-YR PONDING =1027.88 100-YR PONDING =1027.85 100-YR PONDING =1026.06 100-YR PONDING =1023.14 -1.5% -7. 0 % -2 . 0 % -2 . 4 % -2 . 1 % - 2 . 0 % -7 : 1 -3:1 102 8 . 8 7 103 0 . 8 6 (10 3 1 . 5 7 ) (10 3 0 . 4 4 ) ( 1 0 2 4 . 1 7 ) -5 : 1 1025.55FG 1026.42FG 1027.11FG 1027.80FG 1027.05FG 1028.30TW 1028.30TW 1028.30TW 1027.80TW 1027.38TW 1026.50TW 1026.25FG -4 : 1 -5 : 1 1.2%1.0%1.2%1.1% 3. 5 % 1. 2 % 2. 7 % 2. 7 % 3. 8 % 0. 9 % 3. 9 % 2. 3 % 4. 5 % 3. 3 % 3. 7 % 0. 0 % 1. 3 % 1.1% 9.2% 33.3% 1.0% 2.1%1.2%1.1% 0.0% 2. 2 % -2 . 3 % PROVIDE 65 SF OF TYPE 1 RECP 8. 0 % 1. 4 % ?? ? 1. 9 % 1030 . 4 0 1030 . 3 3 1030 . 5 7 1030 . 5 0 1030 . 7 5 1030 . 6 8 1030 . 9 3 1030 . 8 6 -2 . 0 % ( 1 0 3 0 . 5 6 ) 1 0 2 6 . 7 5 1 0 2 6 . 5 0 1 0 2 6 . 6 0 1 0 2 7 . 3 5 1 0 2 7 . 0 5 ??? 1025 . 5 0 102 5 . 5 0 100-YR PONDING =1027.33 102 7 . 1 5 102 7 . 6 5 OVE F L O W BM500 PVC Service 1030 (10 2 9 . 3 3 ) (10 2 9 . 0 6 ) (10 2 9 . 5 4 ) (10 2 8 . 7 7 ) 12" ST 1028 1 0 2 8 . 0 1 1 0 2 8 . 1 1 1 0 2 8 . 2 0 10 2 8 . 3 5 10 2 8 . 3 5 1 0 2 9 . 0 0 1 0 2 9 . 0 0 1 0 2 8 . 5 0 1 0 2 8 . 5 0 1 0 2 8 . 3 0 O V E R F L O W 103 0 . 1 5 1 0 3 0 . 2 2 1 0 3 0 . 1 7 103 0 . 1 0 1029.60 1029.59 1029. 1 0 1029. 1 8 10 2 9 . 6 8 1 0 2 9 . 6 0 10 2 9 . 7 3 1 0 2 9 . 6 5 1028.85 TC 1028.35 G 0.0% 1. 9 % 1. 9 % 1. 9 % 1. 9 % 0. 9 % 1. 3 % 1.1%0.9%1.1% 5.5%5.5% 1028.351028.35 1028.85TC1028.85TC 6.2% 6.3% 6.5% 6.8% 1.0% 1.0% 1. 4 % 1. 4 % 1. 6 % 1. 6 % 1.0% 1.0% 1.2% 1.2% 3. 5 % 2. 7 % 1. 9 % 0. 3 % 10 2 9 . 1 8 1. 6 % 1 0 2 9 . 6 3 0. 7 % 1 0 2 9 . 2 4 1 0 2 9 . 2 0 0. 8 % 1030 EXISTING 10' WIDE TRAIL ( 1 0 2 9 . 5 6 ) ( 1 0 2 9 . 7 1 ) ( 1 0 2 9 . 4 1 ) (10 3 0 . 8 7 ) (10 3 0 . 6 7 ) 1 0 3 0 . 4 4 103 0 . 6 0 102 9 . 9 2 102 9 . 8 9 1 0 2 9 . 7 4 1 0 2 9 . 6 3 102 9 . 8 8 (10 3 0 . 3 1 ) 1030 1. 5 % 2. 0 % 7.0% 7.0%1.0% 1.0%6.3% 6.3%1.0% 1.0% 1. 1 % 9. 2 % 1. 0 % 103 0 . 0 4 1 0 2 9 . 7 8 1. 5 % 1. 5 % 2. 0 % 1. 5 % 1. 5 % 2.6% 3.6% (10 3 0 . 5 6 ) 103 0 . 6 4 1 0 3 0 . 5 0 3.5% 4.5% 103 0 . 2 8 103 0 . 3 3 103 0 . 1 8 103 0 . 1 3 1. 0 % 102 9 . 8 2 102 9 . 7 3 V: \ P r o j e c t s \ 2 0 2 5 \ 1 2 5 . 0 5 1 8 . 0 1 \ C A D D \ S P _ 1 2 5 0 5 1 8 _ G R D G . d w g LO G A N M Y E R S , DE T A I L E D G R A D I N G P L A N , 20 2 5 / 0 9 / 2 3 , 10 : 0 1 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 20 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M LM W 06 - 1 0 - 2 0 2 5 20 ' 12 5 . 0 5 1 8 . 0 1 C4 0 1 125.0518.01 C401 JA M E S P O I N T E P L A T 1 , L O T 2 7 DE T A I L E D G R A D I N G P L A N WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 07 - 0 8 - 2 5 0 8 - 2 6 - 2 5 09 - 0 9 - 2 5 09 - 2 3 - 2 5 LJ M LJ M LJ M LM W 2345 TT N - R R W - S S 1.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. 2.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 ANY UTILITY RELOCATIONS WITH UTILITY PROVIDER. 3.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED. 4.ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE FLARED END SECTION. 5.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES. 6.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM STREETS, DRIVEWAYS AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES BY THE END OF THE WORK DAY AND PRIOR TO A RAIN EVENT. 7.SLOPES OF ALL UNPAVED AREAS TO BE 2.0% MINIMUM. 8.CONTRACTOR TO CONTAIN SAWCUTTING/GRINDING SLURRY ON SITE AND DISPOSE OF ACCORDING TO IOWA DNR GENERAL PERMIT NO. 2 GRADING NOTES 1"=10' SIDEWALK RAMP DETAIL BENCHMARKS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET BM500 N=590365- E=1529929- Z=1031.08 BURY BOLT ON HYDRANT LOCATED NORTH SIDE OF NW GETTYSBURG LANE, AT CENTER SITE. (AS SHOWN ON SURVEY) TRAIL RAMP DETAIL 1"=10' PROPOSED BUILDING 20,776 SF FFE=1029.00 T N89°42'23"W 257.89' M N89°53'57"E 257.88' P N0 ° 1 5 ' 2 0 " E 2 4 9 . 7 8 ' M N0 ° 0 6 ' 0 3 " W 2 5 0 . 0 0 ' P S89°45'00"E 232.83' M N89°53'57"E 232.88' P S0 ° 1 6 ' 3 1 " W 2 2 5 . 0 5 ' M S0 ° 0 6 ' 0 3 " E 2 2 5 . 0 0 ' P C 1 40' Landscape Buffer Easement (Book 2021, Page 247) 25' Private Storm Sewer & Overland Flowage Easement (Book 2021, Page 251) 20' Private Storm Sewer & Overland Flowage Easement 5' Gas Easement 30' Sanitary Sewer Easement 30' Sanitary Sewer Easement (Book 2021, Page 246) 10' P.U.E. (Book 2021, Page 245) 10' P.U.E. (Book 2021, Page 245) 30' SETBACK 30' SETBACK 30 ' S E T B A C K 100 101 102 BM500 PVC Service Electric Cabinet On Concrete Pad F.L.=1019.93 18" RCP NNE Intake=1027.78 F.L.=1023.79 15" RCP S Rim=1024.73 F.L.=1018.68 18" RCP SW F.L.=1013.08 48" RCP W F.L.=1012.78 54" RCP NE Rim=1030.57 Rim=1029.88 Intake=1029.23 F.L.=1017.84 48" RCP S F.L.=1017.78 36" RCP W F.L.=1017.74 48" RCP E CONCRETE NW GETTYSBURG LANE CO N C R E T E NW 1 7 T H S T R E E T CONCRETE EX I S T I N G 1 0 ' W I D E T R A I L EX I S T I N G 1 0 ' W I D E T R A I L TYP. TYP. TYP. 3 4 2 - PF 2 - PF 18 - JT 1 - SR 1 - SR 4 - MB 4 - AX 4 - MB 4 - AX 6 2 1 1 2 3 1 6 6 1 3 2 7 - HA 43 7 - CF 42 1 - TT 1 - TT 1 - TT 5 - BG 5 - BG 11 - QL V: \ P r o j e c t s \ 2 0 2 5 \ 1 2 5 . 0 5 1 8 . 0 1 \ C A D D \ S P _ 1 2 5 0 5 1 8 _ L A N D . d w g LO G A N M Y E R S , PL A N T I N G P L A N , 20 2 5 / 0 9 / 2 3 , 10 : 0 1 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 20 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M LM W 06 - 1 0 - 2 0 2 5 20 ' 12 5 . 0 5 1 8 . 0 1 C5 0 0 125.0518.01 C500 JA M E S P O I N T E P L A T 1 , L O T 2 7 PL A N T I N G P L A N WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 07 - 0 8 - 2 5 0 8 - 2 6 - 2 5 09 - 0 9 - 2 5 09 - 2 3 - 2 5 LJ M LJ M LJ M LM W 2345 TT N - R R W - S S 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 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. PLANTING PLAN CONSTRUCTION NOTES 1.SOD ALL DISTURBED AREAS UNLESS NOTED OTHERWISE. REFER TO EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. 2.PROVIDE A 3-IN DEPTH SHREDDED HARDWOOD MULCH IN A 3-FOOT PERIMETER RING AROUND ALL TREES AND IN AREAS SHOWN ON PLAN. PROVIDE VERTICAL CUT NATURAL EDGE TO A DEPTH OF 4-INCHES. 3.PROVIDE 1-2'' RIVER ROCK TO A DEPTH OF 4-INCHES. TAPER MULCH DEPTH TOWARDS BED EDGING AND/OR PAVEMENT EDGE EXPOSING 1-INCH HEIGHT OF EDGE. 4.PROVIDE 3 /16 " BLACK STEEL EDGER WITH STAKES. 5.PLANTING SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE COMMUNITY DEVELOPMENT DEPARTMENT. 6.ALL AREAS IN THE RIGHT-OF-WAY WILL BE REQUIRED TO BE SODDED. (ALONG BOTH NW 17TH STREET AND NW GETTYSBURG LANE). PLANTING PLAN REQUIREMENTS (LANDSCAPE CALCULATIONS BASED UPON CITY OF WAUKEE ZONING CODE REQUIREMENTS) OPEN SPACE: 15% OPEN SPACE REQUIRED 64,316 SF (TOTAL LOT) x 15% = 9,648 SF REQUIRED (21,297.67 SF OR 33.11% PROVIDED) 1 TREE AND 1 SHRUB PER 1,000 SF OF REQUIRED OPEN SPACE. MINIMUM OF 50% OF TOTAL REQUIRED TREES SHALL BE OVERSTORY SHADE TREES. MININUM OF 25% OF TOTAL REQUIRED TREES SHALL BE EVERGREEN TREES. 9,648/1,000 = 9.6 PLANT UNITS (PU'S) 1 TREE x 9.6 PU'S = 9.6 TREES REQUIRED (10 TREES PROVIDED) 10 X 50% = 5 OVERSTORY TREES REQUIRED (7 OVERSTORY TREES PROVIDED) 10 X 25% = 3 EVERGREEN TREES REQUIRED (3 EVERGREEN TREES PROVIDED) 2 ORNAMENTAL TREES PROVIDED 1 SHRUB x 9.6 PU'S = 9.6 SHRUBS REQUIRED (17 SHRUBS PROVIDED) OFF-STREET PARKING AREAS: ONE TREE FOR EVERY 40 FEET OF STREET FRONTAGE, NOT COUNTING DRIVEWAY 197.15 FEET / 40 FEET = 4.92 TREES REQUIRED (6 TREES PROVIDED) BUFFER REQUIREMENT: 40 FEET BUFFER REQUIRED. 2 OVERSTORY TREES, 4 EVERGREEN TREES, AND 3 ORNAMENTAL TREES ARE REQUIRED PER 50LF OF BUFFER. 257.89 LF OF BUFFER / 50 = 5.16 PLANT UNITS (PU'S) 2 OVERSTORY TREES x 5.16 = 10.32 OVERSTORY TREES REQUIRED (11 PROVIDED) 4 EVERGREEN TREES x 5.16 = 20.64 EVERGREEN TREES REQUIRED (22 PROVIDED) 3 ORNAMENTAL TREES x 5.16 = 15.48 ORNAMENTAL TREES REQUIRED (16 PROVIDED) PARKING LOT ISLAND REQUIREMENT: 1 TREE FOR EVERY PARKING LOT ISLAND 3 PARKING LOT ISLANDS 3 TREES REQUIRED (3 TREES PROVIDED) TREE HEIGHT MINIMUM REQUIREMENTS OVERSTORY TREES MUST BE 8 FEET TALL MINIMUM. EVERGREEN TREES MUST BE 6 FEET TALL MINIMUM. ORNAMENTAL TREES MUST BE 6 FEET TALL MINIMUM. SEE PLANTING PIT DETAILS GARDEN HOSE FLAGGING MATERIAL 1 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. 1 2 T O 2 3 T R E E H E I G H T (4 ' - 0 " M I N . ) 1 4 TO 1 3 TREE HEIGHT (2'-0" MIN.) 6" PLACE ON STAKE TO SOUTHWEST PLACE ON STAKE TO SOUTHWEST TYPICAL PLANTING PIT DETAIL SLOPE PLANTING PIT DETAIL 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 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 3X ROOT BALL MINIMUM FOR TREES 2X ROOT BALL MINIMUM FOR SHRUBS DE P T H O F RO O T B A L L OR C O N T A I N E R RO O T S Y S T E M 3X ROOT BALL MINIMUM FOR TREES 2X ROOT BALL MINIMUM FOR SHRUBS DE P T H O F RO O T B A L L OR C O N T A I N E R RO O T S Y S T E M 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 1 C500 PLANTING PIT DETAILS NO SCALE 2 C500 DECIDUOUS TREES STAKING DETAIL NO SCALE CODE QTY BOTANICAL NAME COMMON NAME SIZE TYPE TREES CF 7 Carpinus betulus 'Fastigiata'Upright European Hornbeam 1.5" Cal.B&B QL 11 Quercus robur x bicolor 'Long'Regal Prince® Oak 1.5" Cal.B&B EVERGREEN TREES JT 18 Juniperus virginiana 'Taylor'Taylor Eastern Redcedar 6` Ht.B&B PF 4 Pinus strobus 'Fastigiata'Pyramidal White Pine 6` Ht.B&B TT 3 Thuja occidentalis 'Techny'Techny Arborvitae 6` Ht.B&B ORNAMENTAL TREES AX 8 Amelanchier x grandiflora Apple Serviceberry 1.5" Cal.B&B MB 8 Malus x 'Red Barron'Red Barron Crabapple 1.5" Cal.B&B SR 2 Syringa reticulata Japanese Tree Lilac 1.5" Cal.B&B CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SHRUBS BG 10 Buxus x 'Green Gem'Green Gem Boxwood 3 gal.Pot HA 7 Hydrangea arborescens 'Annabelle'Annabelle Hydrangea 3 gal.Pot PLANT SCHEDULE BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m KM M LJ M LM W 06 - 1 0 - 2 0 2 5 12 5 . 0 5 1 8 . 0 1 C6 0 0 125.0518.01 C600 JA M E S P O I N T E P L A T 1 , L O T 2 7 SI T E D E T A I L S WA U K E E , I O W A AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S AS P E R C I T Y C O M M E N T S 07 - 0 8 - 2 5 0 8 - 2 6 - 2 5 09 - 0 9 - 2 5 09 - 2 3 - 2 5 LJ M LJ M LJ M LM W 2345 TT N - R R W - S S V: \ P r o j e c t s \ 2 0 2 5 \ 1 2 5 . 0 5 1 8 . 0 1 \ C A D D \ S P _ 1 2 5 0 5 1 8 _ T S H . d w g LO G A N M Y E R S , SI T E D E T A I L S , 20 2 5 / 0 9 / 2 3 , 10 : 0 1 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FORM GRADE ELEV. 6" 4 C600 INTEGRAL SIDEWALK AND CURB DETAIL NO SCALE ADJACENT PAVEMENT SIDEWALK 4" M I N 2 C600 TYPICAL PAVEMENT CROSS SECTIONS NO SCALE PCC PAVEMENT SECTION PCC SIDEWALK SECTION 1 C600 CONCRETE DRIVEWAY, TYPE A NO SCALE CUR B O P E N I N G DR I V E W A Y W I D T H AS S P E C I F I E D 1'- 0 " M I N TYPE A WITH RADII DETAIL B TYPICAL SECTION DETAIL A (Residential/Agricultural Only) 3'-0" MIN 5'-0" MAX TYPE A WITH FLARES 1'- 0 " M I N CUR B O P E N I N G DR I V E W A Y W I D T H AS S P E C I F I E D SLOPE AS PER PLANS 2% MAX P R O P E R T Y LI N E 10 10 9 1 DRIVEWAY RADIUS (R). RESIDENTIAL: 10 FOOT MINIMUM, 15 FOOT MAXIMUM. COMMERCIAL AND INDUSTRIAL: AS SPECIFIED IN THE CONTRACT DOCUMENTS. 2 TRANSITION THE CURB HEIGHT TO 0 INCHES AT END OF TAPER/RADIUS OR AT THE FRONT EDGE OF SIDEWALK. DO NOT EXTEND RAISED CURB ACROSS SIDEWALK. 3 PAVEMENT THICKNESS. RESIDENTIAL: 6 INCHES MINIMUM. COMMERCIAL AND INDUSTRIAL: 7 INCHES MINIMUM. 4 SIDEWALK THICKNESS THROUGH DRIVEWAY TO MATCH THICKNESS OF DRIVEWAY. 5 CENTER REINFORCING BAR VERTICALLY IN THE PAVEMENT. 6 MATCH THICKNESS OF ADJACENT ROADWAY. 8 INCHES MINIMUM. 7 PROVIDE 'E' JOINT AT BACK OF CURB UNLESS 'B' JOINT IS SPECIFIED. 8 FOR ALLEYS, INVERT THE PAVEMENT CROWN 2% TOWARD CENTER OF ALLEY. 9 TARGET CROSS SLOPE OF 1.5% WITH A MAXIMUM CROSS SLOPE OF 2.0%. IF SPECIFIED IN THE CONTRACT DOCUMENTS, CONSTRUCT THE SIDEWALK THROUGH THE DRIVEWAY 5 FEET WIDE TO SERVE AS A PASSING SPACE. 10 IF CROSS SLOPE OF ADJACENT SIDEWALK PANEL EXCEEDS 2.0%, REMOVE AND REPLACE TO TRANSITION FROM EXISTING SIDEWALK TO SIDEWALK THROUGH DRIVEWAY. IF ELEVATION CHANGE REQUIRES A CURB RAMP, COMPLY WITH FIGURE 7030.205; VERIFY NEED FOR DETECTABLE WARNING PANEL WITH ENGINEER. 5 1 4 P R O P E R T Y LI N E 9 10 10 4 1 2" 7 1 2" 6" 12"18" 1' - 0 " 1'-0" 18"12" DROP CURB HEIGHT:0" TO 2" 3 C600 6-INCH STANDARD CURB NO SCALE R3" R3" 1" RADIUS SEALED 'E' JOINT 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 'E' JOINT 'B' JOINT 'C' JOINT BACK OF CURB REFER TO DETAIL B BACK OF CURB #5x36" REINFORCING BAR R SIDEWALK DRIVEWAY CURB BACK OF CURB BACK OF CURB REFER TO DETAIL A 'C' JOINT 'E' JOINT 'B' JOINT 'C' OR 'E' JOINT 'C' OR 'E' JOINT 5 C600 ENVIROHOOD INSTALLATION DETAILS AND MAINTENANCE PLAN NO SCALE (FOR ST-10) (FOR ST-3) 6 C600 OUTLET CONTROL STRUCTURE (ST-11) NO SCALE SIDE VIEW SECTION FRONT VIEW SECTION MANHOLE STRUCTURE14" RESTRICTOR PLATE. GALVANIZE AFTER ANGLE BRACKET WELDS. RESTRICTOR PLATE RESTRICTED OPENING ST-11 = 3" DIA DRILL 5 8" HOLES FOR 1 2" BOLTS RESTRICTOR PLATE DRILL 5 8" HOLES FOR 1 2" BOLTS 1 4" RESTRICTOR PLATE. GALVANIZE AFER ANGLE BRACKET WELDS. 30" NYLOPLAST STRUCTURE 3"x3"x3"x1 4" ANGLE W/ 5 8" HOLE FOR 1 2" BOLT. WELD TO RESTRICTOR PLATE. RESTRICTED OPENING ST-11 = 3" DIA 18" OUTLET PIPE 1. BEFORE COMMENCEMENT OF ANY WORK, CONTRACTOR SHALL GIVE ALL NOTICES AND OBTAIN ALL PERMITS. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, LAWS, ORDINANCES, RULES, REGULATIONS, REQUIREMENTS OF GOVERNING AGENCIES AND AUTHORITIES, HAZARDOUS MATERIAL APPLICATION AND DISPOSAL REQUIREMENTS, ETC. 2. THE ADA OR ADAAG IS A CIVIL RIGHTS ACT AND IS SUBJECT TO LEGAL INTERPRETATION THROUGH THE JUDICIAL PROCESS. REASONABLE CARE WAS EXERCISED IN INTERPRETING THE GUIDELINES AND ALL GUIDELINES MAY NOT BE INDICATED ON THESE PLANS: HOWEVER, FAILURE TO IDENTIFY A GUIDELINE DOES NOT GIVE THE CONTRACTOR THE RIGHT TO VIOLATE THEM. 3. THESE DRAWINGS REPRESENT THE COMPLETED PROJECT, AT TIME OF SUBSTANTIAL COMPLETION. THE INTENT OF THE DRAWINGS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THEY DO NOT REPRESENT THE MEANS AND METHODS OF CONSTRUCTION. SEQUENCING AND MEANS AND METHODS OF CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. THESE DRAWINGS DO NOT CONTAIN INFORMATION WITH REGARD TO CONSTRUCTION SAFETY PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION SAFETY AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES CONSTRUCTION SAFETY GUIDELINES. 5. PROVIDE COMPLETE-IN-PLACE ALL LABOR, TRANSPORTATION, MATERIAL, TAXES, FEES, PERMITS, LICENSES, INSURANCE, UTILITIES, INSPECTIONS, EQUIPMENT, MACHINERY, SUPERVISION, AND OTHER ITEMS NECESSARY TO COMPLETE THE WORK IN STRICT COMPLIANCE WITH THE PLANS, DOCUMENTS AND SPECIFICATIONS (IF APPLICABLE) PREPARED BY THE ARCHITECT AND APPROVED BY THE OWNER. 6. VERIFY EXISTING CONDITIONS PRIOR TO FABRICATION AND PRIOR TO PROCEEDING WITH THE WORK. NOTIFY THE ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES WHICH MAY IMPACT AESTHETICS, DURABILITY, COST AND/OR SCHEDULES. 7. DO NOT SCALE DRAWINGS IN ORDER TO DETERMINE INTENDED LAYOUT OR DIMENSIONS. IF DIMENSIONS ARE IN QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION BEFORE CONTINUING WITH WORK. DRAWINGS ARE INTENDED ONLY AS A GRAPHICALLY CORRECT REPRESENTATION OF WORK TO BE ACCOMPLISHED. 8. REMOVE AND REPLACE MATERIALS DAMAGED DURING THE COURSE OF CONSTRUCTION TO THE SATISFACTION OF THE OWNER. REPAIR EXISTING PUBLIC FACILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING AUTHORITY. 9. ALL WORK SHALL BE OF GOOD QUALITY AND ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF WORK. ANY EXTENDED WARRANTIES OBTAINED FROM SUPPLIERS OR SUBCONTRACTORS SHALL BE FORWARDED TO THE OWNER. 10. ALL REQUIREMENTS NOT FOLLOWED, INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND AUTHORIZED IN WRITING, MAY BE CONSIDERED DEFECTIVE. 11. COMPLY WITH ALL WEATHER-RELATED CONSTRUCTION REQUIREMENTS. DO NOT BUILD WITH OR ON FROZEN, SATURATED, CONTAMINATED, OR INAPPROPRIATE SUBSTRATES OR CONDITIONS. 12. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM AND OFF ALL BUILDINGS WITHOUT PONDING ON OR ADJACENT TO BUILDINGS OR PAVEMENTS. 13. BY SUBMITTING SHOP DRAWINGS, PRODUCT DATA AND SAMPLES, THE GENERAL CONTRACTOR AND SUB-CONTRACTOR HAS VERIFIED AND APPROVED THE INFORMATION CONTAINED WITHIN. THE GENERAL CONTRACTOR'S REVIEW AND APPROVAL SHALL BE SHOWN ON EACH SUBMITTAL PRIOR TO THE SUBMISSION TO THE ARCHITECT. 14. REFER TO DRAWINGS AND SPECS FOR OTHER TRADES FOR FULL AND COMPLETE SCOPE AND COORDINATION. NOTIFY ARCHITECT OF ANY POTENTIAL CONFLICTS. 15. DIMENSIONS ARE SHOWN TO FACE OF FINISH MATERIAL OR TO CENTER OF STRUCTURE, U.N.O. ARCHITECTURAL GENERAL NOTES PROJECT LOCATION PROJECT #: THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © DESIGNER/DRAFTER MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES ISSUE DATE: 8797 NW 54TH AVE #300, JOHNSTON, IA 50131 515−259−8320 jeff@rainsarch.com JAMESTOWN POINTE 27 WAREHOUSE 1675 NW GETTYSBURG LN. WAUKEE, IA 50263 RA24020 COVER SHEET G1 20 2 5 − 0 8 − 1 2 − − A R C H R E V I E W S E T − − N O T F O R C O N S T R U C T I O N −−− GENERAL INFORMATION G1 COVER SHEET G2 CODE SHEET ARCHITECTURAL A1 FLOOR PLANS & WALL TYPE SECTIONS A2 REFLECTED CEILING / ROOF PLANS A3 EXTERIOR ELEVATIONS A4 BUILDING / WALL SECTIONS A5 DETAILS, DOOR & WINDOWS SHEET INDEX VICINITY MAP STRUCTURAL S1.0 STRUCTURAL NOTES S1.1 STRUCTURAL NOTES S2.0 FOUNDATION PLAN S3.0 FOUNDATON DETAILS S4.0 FRAMING PLAN S4.1 FRAMING PLAN S5.0 FRAMIND DETAILS Revision Schedule Sheet Number Sheet Name Sheet Issue Date Current Revision Date Description G1 COVER SHEET --- G2 CODE SHEET --- A1 FLOOR PLANS & WALL TYPE SECTIONS --- A3 EXTERIOR ELEVATIONS --- A4 BUILDING / WALL SECTIONS --- A5 DETAILS, DOOR & WINDOWS --- NEW WAREHOUSE JAMESTOWN POINTE LOT 27 1675 NW GETTYSBURG LN. WAUKEE, IOWA 50263 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 REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA. JEFFREY JOHN RAINS (REGISTRATION #07436) EXPIRES: 06/30/2027 PAGES OR SHEETS COVERED BY THIS SEAL: DATE Revisions DN DN 1' -5" M I N . 2' -0" M A X . ST A N D A R D TO P O F R I M MI N . PAPER TOWEL DISPENSER SOAP DISPENSER MIRROR SANITARY NAPKIN DISPOSAL TOILET PAPER DISPENSER WATER CLOSET (FRONT) FLUSH VALVE HANDLE ON OPP. SIDE OF GRAB BAR. * ELECTRIC WATER COOLERURINALLAVATORY (FRONT)(FRONT)(SIDE) 3' - 4 " M A X . 3' - 4 " M A X . 2'-4" MAX. 2' - 7 " M A X . 1'-0" 7 1/4" MIN. 1' - 1 1 1 5 / 1 6 " M I N . 3' - 0 " 3' - 0 " 3'-0" 6" 6" 1'-5" MIN. 9" 2' - 1 0 " M A X . 2' - 5 " M I N . 2' - 3 " M I N . 1'-3" MIN. 2' - 1 0 " M A X . 2' - 5 " M I N . 1'-3" MIN. 1' - 5 " A D A 1'-3 1/32" MIN.1'-3" MIN.3'-6" 7" LAVATORY (SIDE) WATER CLOSET (SIDE) 3' - 4 " 1' - 7 " M A X . 1'-6" 3' - 6 " 3' - 0 " 2' - 5 " 2' -3" M I N . 9" MAX. 3' - 4 " 1 ' - 6 " 3'-4" 1 2 3 4 5 B A 12561 SF WAREHOUSE 2173 SF BUSINESS EXITFE EXIT EXITFE FE C 1923 SF TENANT-A 2014 SF TENANT-B 2014 SF TENANT-C 91 SF SPRINKLER 1 2 B A 2190 SF BUSINESS EXIT EXIT FE FE Warehouse 1675 NW Gettysburg LN. Waukee last updated 07/11/25 WAREHOUSE 100 Code Referenced 2018 International Building Code [2018 IBC] Use & Occupancy Classification [Chapter 3] Classification Use Area Warehouse S1 12,561 sf Business 1st floor B 2,173 sf Meezzanine B 2,190 sf Total 16,924 sf Tenant - A 1,918 sf Space will be sprinkled and Fire extinguishers installed. Occupancy load and restroom to be calculated in future T.I. Tenant - B 2,014 sf Space will be sprinkled and Fire extinguishers installed. Occupancy load and restroom to be calculated in future T.I. Tenant - C 2,014 sf Space will be sprinkled and Fire extinguishers installed. Occupancy load and restroom to be calculated in future T.I. Sprinkler Space will be sprinkled and Fire extinguishers installed. 96 sf Building Total sf.22,870 sf Allowable Height & Area [Chapter 5]Const. Type Height (ft) Table 504.3 Stories Table 504.4 Allowable Area/Floor Table 506.2 S1 II-B 75 3 70,000 sf (At) Frontage Increase [S.506]Perimeter on public way or open space >20' F 1032 ft Perimeter of entire building P 1032 ft W=(L1xw1+L2xw2+L3xw3…)/F wn=30 max W 30 ft max If=(F/P-0.25)(W/30)0.750 factor NS 17,500 NS x If 13,125 sf increase Aa=At+(NS x If)83,125 sf allowed COMPLIES Mixed Use & Occupancy [Section 508] Separation of occupancies [S.508.2.4 ]No separation is required between accessory occupancies and the main occupancy COMPLIES Separation of Occupancies [Table 508.4] separation between B & S-1 no separation required COMPLIES Type of Construction [Chapter 6] Fire Resistance Ratings [Table 601]II-B Primary Structural Frame 0 COMPLIES Bearing Walls Exterior 0 COMPLIES Bearing Walls Interior 0 COMPLIES Nonbearing Walls- Exterior [Table 602]0 COMPLIES Nonbearing Walls- Interior 0 COMPLIES Floor Construction & Secondary Struct.0 COMPLIES Roof Construction & Secondary Struct.0 COMPLIES Fire & Smoke Protection Features [Chapter 7] Feature Rating (hrs)Door Rating (min) [T.716.5] Exterior Walls [S.705]--COMPLIES Fire Walls [S.706]--COMPLIES Fire Barriers [S.707]--COMPLIES Fire Partitions [S.708]--COMPLIES Smoke Barriers [S.709]--COMPLIES Smoke Partitions [S.710]--COMPLIES Horizontal Assemblies [S.711]--COMPLIES Roof Fire Class [Table 1505.1]Class C COMPLIES Automatic Sprinkler [Section 903]Fire sprinkler required COMPLIES ESFR system required in warehouse & showroom in lieu of smoke & heat vents COMPLIES NFPA-13 system required in office areas Portable Fire Extinguishers [Section 906]Fire extinguishers required COMPLIES Fire Extinguishers [Table 906.3.(1)]minimum rating: 4A COMPLIES max. floor area per unit rating: 1,000 sf COMPLIES max. floor area per extinguisher: 11,250 sf COMPLIES max. travel distance: 75 ft COMPLIES Fire Alarm & Detection [Section 907.2]not required COMPLIES Occupant Load [Table 1004.1.2]Calculated Classification SF OLF Occupants Warehouse 12,561 500 25 gross Business 1st floor 2,173 150 14 net Meezzanine 2,190 150 15 net Total 16,924 55 occupants Minimum Egress Width [Section 1005]Factor Req'd Provided 1005.3.2 Other 0.2 11 204 inches COMPLIES Min. Number of Exits [Section 1006]2 required per floor min COMPLIES 6 provided from each area COMPLIES Separation of Exits [Section 1007.2]exits to be separated 1/3 diagonal distance min (w/ sprinkler)COMPLIES S.1015.2.2 Three or more exits where more than two exits provided, two shall meet above req.COMPLIES Fire Exit Hardware [Section 1010] S.1010.1.2 Door Swing doors shall swing in direction of travel COMPLIES S.1010.1.9.1 Hardware hardware shall not require tight grasping, pinching or twisting COMPLIES S.1010.1.10 Panic & Fire Exit Hardware panic hardware not required for general occupancies COMPLIES required for electrical rooms with equipment over 1200 amps COMPLIES Exit Access Travel Dist. [Table 1017.2]S1 occupancy 175 ft max COMPLIES with sprinkler system Accessibility [Chapter 11]in accordance with IBC 2021 and ICC/ANSI117.1 COMPLIES Plumbing Fixtures Criteria for S occupancies Toilets/Urinals 1/100 Lavatories 1/100 Required Number of Fixtures M F Total Occupants 13 13 25 Toilets/Urinals 0.1 0.1 Lavatories 0.1 0.1 Criteria for B occupancies Toilets/Urinals 1/25 Lavatories 1/40 Required Number of Fixtures M F Total Occupants 15 15 29 Toilets/Urinals 0.6 0.6 Lavatories 0.4 0.4 Total Required Fixtures M F Toilets/Urinals 0.7 0.7 Lavatories 0.5 0.5 Total Provided Fixtures M F Toilets/Urinals 1.0 1.0 Lavatories 1.0 1.0 S.2902.2 Separate Facilities separate facilities required for each gender Required Signage Street Address Restrooms Sprinkler Room Hazardous Materials (by tenant) Egress Doors PROJECT #: THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © DESIGNER/DRAFTER MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES ISSUE DATE: 8797 NW 54TH AVE #300, JOHNSTON, IA 50131 515−259−8320 jeff@rainsarch.com JAMESTOWN POINTE 27 WAREHOUSE 1675 NW GETTYSBURG LN. WAUKEE, IA 50263 RA24020 CODE SHEET G2 20 2 5 − 0 8 − 1 2 − − A R C H R E V I E W S E T − − N O T F O R C O N S T R U C T I O N −−− 1/2" = 1'-0"1 TYPICAL MOUNTING HEIGHTS 3/32" = 1'-0"2 Level 1 3/32" = 1'-0"3 Mezzanine Revisions UP UP DN DN A33 A3 A3 A3 4 2 1 1 2 3 4 5 5 B A 53'-0" 53'-0" 53'-0" 53'-0" 212'-0" 53'-0" 53'-0" 53'-0" 53'-0" 1 A4 98 ' - 0 " 212'-0" 6 3 / 4 " 2 7 ' - 1 1 1 / 8 " 6 1 / 8 " 1 0 " 13'-0" 12'-0" 12'-0" 13'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 8'-0" 38 ' - 0 " 6 0 ' - 0 " 10 " 1 2 ' - 4 " 1 4 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " 1 0 " 14'-0" 14'-0" 18'-0" 14'-0" 14'-0" 18'-0" 28'-0" 18'-0" 14'-0" 14'-0" 14'-0" 18'-0" 14'-0" WAREHOUSE 103 101A 400B 500B 103B 102 101B G1 G1 LADDER WATER SERVICE SA N I T A R Y S E W E R SPRINKLER 104 24 ' - 0 " GAS METERS 300A a A4 A5 12 104 3'-0" 3'-4" 7'-8" 10 " 1 4 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " 1 4 ' - 0 " 1 2 ' - 4 " 1 0 " A5 10 STUDIO 101 RR 102 10" 6 1/8" 7'-10" 4 7/8" 15'-3" 6'-0" 43'-4 3/4" 6 3/4" A A A A D1 G1 H1 H1 A4 64 b A4 A4 8 10 A4 13 A4 14 C ELECTRICAL PANELS 208V 3-PHASE 3'-0" 3'-4" 7'-8"3'-0" 3'-4" 7'-8"3'-0" 3'-4" 7'-8" FLOOR DRAIN PIPE TO SAND-OIL SEPARATOR26 ' - 4 " 6 3 / 4 " 1 0 ' - 0 " 6 3 / 4 " 2 9 ' - 1 0 3 / 4 " 6 3 / 4 " 7 ' - 6 " 5 " 1 0 ' -6 1 / 2 " 6 ' - 0 " 4 ' - 0 " 38 ' - 0 " 6 0 ' - 0 " 98 ' - 0 " TENANT-A 300 TENANT-B 400 TENANT C 500 300B 400A 500A 103C 103A G1 G1 G1 G1 G1G1 30 ' - 0 " ELECTRICAL PANELS 208V 3-PHASE ELECTRICAL PANELS 208V 3-PHASE ELECTRICAL PANELS 208V 3-PHASE FLOOR DRAIN PIPE TO SAND-OIL SEPARATOR FLOOR DRAIN PIPE TO SAND-OIL SEPARATOR FLOOR DRAIN PIPE TO SAND-OIL SEPARATOR G1 G1 SI D E W A L K 1 2 A 4 7 / 8 " 1 1 ' - 4 3 / 8 " 4 7 / 8 " 5 ' - 0 " 4 7 / 8 " 1 1 ' - 5 " 10 " 16'-0" 4 7/8" 17'-4 1/4" 4 7/8" 12'-10" 4 7/8" 12'-10" 4 7/8" 12'-11 3/8" 4 7/8" 74'-10" 4 7 / 8 " 1 2 ' - 7 " 4 7 / 8 " 7 ' - 1 0 " 6 3 / 4 " 8 ' - 0 1 / 2 " 29 ' - 1 0 " 74'-0" OPEN TO WAREHOUSE BELOW A5 11 201A 203 204 210 209 208 201C H1 H1 H1 H1 H1H1 H1 H1 H1 H2 H2 H1 H1 G1 WAITING/CORR 201 OFFICE 202 RR 203 RR 204 BREAK ROOM 205 OFFICE 206 OFFICE 207 OFFICE 208 OFFICE 209 OFFICE 210 a A4 H1 207206 201B 10" 4 1/4" 15'-7 3/4" 4 7/8" 7'-7" 4 7/8" 22'-7 1/4" 4 7/8" 12'-10" 4 7/8" 12'-11 3/8" 4 7/8" A45 7 A4 9 11 1. ALL CONDUITS, PIPES, WIRING, ROUGH-IN, ETC. SHOULD BE HELD AS TIGHT AS POSSIBLE TO THE ROOF OR FLOOR DECK OR SHOULD BE KEPT WITHIN INTERIOR WALL CAVITIES. NOTHING SHALL PREVENT A SMOOTH CONTINUOUS FINISHED WALL OR CEILING AS NOTED ON THE DRAWINGS AND NO PLUMBING RUN IN EXTERIOR WALLS UNLESS PRE-APPROVED THE ARCHITECT OR OWNER. PLACEMENT COORDINATION BETWEEN TRADES IS REQUIRED. 2. CAULK & SEAL ALL CONTROL-EXPANSION, SAW-CUT JOINS AT ALL INTERIOR CONCRETE. 3. PROVIDE DEEP LEG TOP TRACK NOT FASTENED TO STUDS TO ALLOW FOR VERTICAL DEFLECTION OF ROOF STRUCTURE. 4. ALL GYPSUM BOARD SURFACES TO BE SANDED SMOOTH, PRIMED AND FINISH PAINTED WITH HIGH QUALITY LATEX PAINT. PROVIDE INTEGRAL METAL REINFORCED G.W.B CORNERS, TYP. PROVIDE MOISTURE RESISTANT DRYWALL AT ALL WET WALL LOCATIONS AND ENTIRE RESTROOM, TYP. 5. PROVIDE VERTICAL & HORIZONTAL EXPANSION JOINTS AS REQUIRED TO PREVENT CRACKS IN WALLS. TRY TO LOCATE AT STRESS POINTS AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO ELIMINATE STRESS CRACKING. 6. PROVIDE ADEQUATE BLOCKING FOR MILLWORK, FIXTURES, EQUIPMENT, PLUMBING FIXTURES AND ACCESSORIES, ELECTRIC PANELS, ROOF ACCESS LADDER, FUTURE OR BY OWNER ITEMS, ETC. 7. ALL PENETRATIONS THRU DEMISING WALL MUST BE PROTECTED BY APPROVED FIRE RATED ASSEMBLIES AND FIRE STOPPING MATERIALS. 8. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT FREEZING. 9. FE = FIRE EXTINGUISHER ON BRACKETS 10. FEC = FIRE EXTINGUISHER CABINET, SEMI-RECESSED DESIGN NOTES NOTES: 1. DEMISING WALL BY OWNER 2. ALL WALLS EXTEND TO BOTTOM OF TRUSSES (14FT) U.N.O. VERIFY GAUGE OF STUDS W/ SUPPLIER FOR THIS HEIGHT. 3. SUBSTITUTE MOISTURE RESISTANT GYP. BD. IN WET AREAS. 5/8" GYP. BD. BOTH SIDES 2x6 WD. STUDS @ 16" O.C. G 5/8" 5 1/2" 5/8" 6 3/4" 5/8" GYP. BD. BOTH SIDES 2x4 WD. STUDS @ 16" O.C. H 5/8" 3 1/2" 5/8" 4 3/4" 5/8" GYP. BD. BOTH SIDES 2x4 WD. STUDS @ 16" O.C. H1 5/8" 3 1/2" 5/8" SOUND ATTENUATION BLANKET 4 3/4" 5/8" GYP. BD. BOTH SIDES 2x6 WD. STUDS @ 16" O.C. G1 5/8" 5 1/2" 5/8" SOUND ATTENUATION BLANKET 6 3/4" 5/8" GYP. BD. ONE SIDE 2x4 WD. STUDS @ 16" O.C. H2 3 1/2" 5/8" 4 1/8" WALLTYPE NOTES: 1. SEE STRUCTURAL GENERAL NOTES FOR METAL STUD AND SHEATHING INFORMATION. 2. SEE ARCHITECTURAL ELEVATIONS FOR BRICK AND METAL PANEL DESIGNATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS AND STANDARD DETAILS. 3. WEATHER BARRIER SHALL BE FULLY-ADHERED AND SELF- HEALING. PROVIDE HENRY BLUESKIN VP160 OR EQUAL. 4" 3" 3" 10" A RIGID INSULATION PRECAST PANEL 5/8" GYP. BD. 2x6 WD. STUDS @ 16" O.C. G 5/8" 5 1/2" 6 1/8" INTERIOR PROJECT #: THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © DESIGNER/DRAFTER MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES ISSUE DATE: 8797 NW 54TH AVE #300, JOHNSTON, IA 50131 515−259−8320 jeff@rainsarch.com JAMESTOWN POINTE 27 WAREHOUSE 1675 NW GETTYSBURG LN. WAUKEE, IA 50263 RA24020 FLOOR PLANS & WALL TYPE SECTIONS A1 20 2 5 − 0 8 − 1 2 − − A R C H R E V I E W S E T − − N O T F O R C O N S T R U C T I O N −−− 1/8" = 1'-0"1 Level 1 1/8" = 1'-0"3 Mezzanine Revisions 1" = 1'-0"5 Wall Types Copy 1 1 1 2 2 3 3 4 4 5 5 B B A A A.F.F. 2' x 2' ACT 9'-0" OPEN TO STRUCTURE A4 13 C C 1 2 B A A.F.F. 2' x 2' ACT 9'-0" A.F.F. 2' x 2' ACT 9'-0"A.F.F. 2' x 2' ACT 9'-0"A.F.F. 2' x 2' ACT 9'-0" A.F.F. 2' x 2' ACT 9'-0"A.F.F. 2' x 2' ACT 9'-0"A.F.F. 2' x 2' ACT 9'-0" A.F.F. 2' x 2' ACT 9'-0" A.F.F. 2' x 2' ACT 9'-0" A.F.F. 2' x 2' ACT 9'-0" OPEN TO STRUCTURE 1 2 3 4 5 B A 1/ 4 " / 1 ' - 0 " TPO MEMBRANE MECHANICALLY FASTENED OVER STYRO-STOP EPS SHIELD-GUARD INSULATION DS ROOF ACCESS LADDER DS DS DSDS ROOF-TOP UNITS CANOPY BELOW 5' - 0 " 4' - 2 " WATER DIVERTER 1/4" / 1-0"1/4" / 1-0"1/4" / 1-0"1/4" / 1-0"1/4" / 1-0"1/4" / 1-0"1/4" / 1-0"1/4" / 1-0" 1/ 4 " / 1 ' - 0 " TAPERED INSULATION C ROOF-TOP UNITS 3/32" = 1'-0"3 ROOF PROJECT #: THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © DESIGNER/DRAFTER MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES ISSUE DATE: 8797 NW 54TH AVE #300, JOHNSTON, IA 50131 515−259−8320 jeff@rainsarch.com JAMESTOWN POINTE 27 WAREHOUSE 1675 NW GETTYSBURG LN. WAUKEE, IA 50263 RA24020 REFLECTED CEILING / ROOF PLANS A2 20 2 5 − 0 8 − 1 2 − − A R C H R E V I E W S E T − − N O T F O R C O N S T R U C T I O N −−− 1/8" = 1'-0"1 Reflected Ceiling Plan - Level 1 1/8" = 1'-0"2 Reflected Ceiling Plan - Mezzanine Revisions Level 1 0'-0" Mezzanine 13'-0" T.O.W. 30'-0" 1 2 3 4 5 3'-0" 3'-5" 6'-0" 3'-7" 6'-0" 6'-0" 6'-0" 6'-0" 3'-0" 6'-0" 4'-0" 14'-0" 4'-0" 6'-0" 4'-0" 14'-0" 4'-0" 6'-0" 4'-0" 14'-0" 4'-0" 6'-0" 4'-0" 14'-0" 4'-0" 6'-0" 4'-0" 14'-0" 4'-0" 1'-4" 3'-4" 1'-4" 4'-0" 2' - 0 " 1 1 ' - 0 " 8' - 0 " 6 ' - 0 " 6 ' - 0 " 1 0 ' - 0 " 53'-0"53'-0"53'-0"53'-0" 212'-0" 8'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"22'-0"14'-0" 12'-0"12'-0" 1' - 6 " 1 1 ' - 0 " 6'-0" 7 0 ° 1'-6" 8'-0"18'-0" HORIZONTAL WALL REVEAL (TYP)VERTICAL WALL REVEAL (TYP)PAINTED PRECAST WALL PANEL METAL WRAPPED CANOPYPAINTED PRECAST WALL PANEL A4 12 TOF -3'-6" Level 1 0'-0" Mezzanine 13'-0" T.O.W. 30'-0" B A 4'-0" 6'-0" 4'-0" 5'-4" 3'-4" 5'-4" 4'-0" 6'-0" 4'-0" 10" 12'-4" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 10" 10" 8' - 0 " 6 ' - 0 " 6 ' - 0 " 1' - 6 " 1 1 ' - 0 " 18'-8" 98'-0" HORIZONTAL WALL REVEAL (TYP)VERTICAL WALL REVEAL (TYP)PAINTED PRECAST WALL PANELTOF -3'-6" C 38'-0" 60'-0" 4'-0" 6'-0" 4'-0" 4'-0" 6'-0" 4'-0" Level 1 0'-0" T.O.W. 30'-0" 12345 1 A4 212'-0" 14'-0" 18'-0" 14'-0" 14'-0" 14'-0" 18'-0" 14'-0" 14'-0" 18'-0" 14'-0" 14'-0" 18'-0" 14'-0" 14'-0" 7'-8" 3'-4" 3'-0" 18'-0" 35'-8" 3'-4" 3'-0" 18'-0" 21'-8" 3'-4" 3'-0" 18'-0" 21'-8" 3'-4" 3'-0" 18'-0" 28'-0" 16 ' - 0 " 1 4 ' - 0 " HORIZONTAL WALL REVEAL (TYP) MTL. WALL COPING PAINTED PRECAST WALL PANEL ROOF ACCESS LADDER LOCKING LADDER ACCESS PANELVERTICAL WALL REVEAL (TYP)MTL DOWNSPOUT AT SCUPPER 10 ' - 0 " 6 ' - 0 " 1 4 ' - 0 " 18 ' - 0 " LED LIGHT 30 ' - 0 " b A4 A4 12 TOF -3'-6" Level 1 0'-0" T.O.W. 30'-0" B A 4'-0" 6'-0" 4'-0" 10" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 14'-0" 12'-4" 10" 98'-0" 8' - 0 " 6 ' - 0 " 6 ' - 0 " 1 0 ' - 0 " HORIZONTAL WALL REVEAL (TYP)VERTICAL WALL REVEAL (TYP)PAINTED PRECAST WALL PANELTOF -3'-6" C 59'-2" 38'-0" 4'-0" 6'-0" 4'-0"4'-0" 6'-0" 4'-0" EXTERIOR MATERIALS SOUTH WEST NORTH EAST TOTAL (ALL SIDES) AREA % AREA % AREA % AREA % AREA % FACADE MATERIALS STOREFRONT/GLAZING 492 8% 204 7% 0 0% 108 4% 804 4% PAINTED PRECAST 5860 92% 2736 93% 5103 80% 2832 96% 16531 89% OPENINGS DOORS (OPAQUE) 21 0% 0 0% 1257 20% 0 0% 1278 7% TOTAL WALL AREA 6373 2940 6360 2940 18613 PROJECT #: THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © DESIGNER/DRAFTER MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES ISSUE DATE: 8797 NW 54TH AVE #300, JOHNSTON, IA 50131 515−259−8320 jeff@rainsarch.com JAMESTOWN POINTE 27 WAREHOUSE 1675 NW GETTYSBURG LN. WAUKEE, IA 50263 RA24020 EXTERIOR ELEVATIONS A3 20 2 5 − 0 8 − 1 2 − − A R C H R E V I E W S E T − − N O T F O R C O N S T R U C T I O N −−− 1/8" = 1'-0"1 South 1/8" = 1'-0"2 West 1/8" = 1'-0"4 North 1/8" = 1'-0"3 East Revisions Level 1 0'-0" Level 1 0'-0" T.O.W. 30'-0" T.O.W. 30'-0" BA 2' - 1 " 2 7 ' - 1 1 " 3 ' - 6 " 2' - 0 " 3 ' - 6 " 35 ' - 6 " 33 ' - 6 " BREAK ROOM 205 WAITING/CORR 201 WAREHOUSE 103 TOF -3'-6" TOF -3'-6" C Level 1 0'-0" Mezzanine 13'-0" T.O.W. 30'-0" A 11 ' - 0 " 1 ' - 6 " 6 " 3 ' - 0 " 6 ' - 0 " 8 ' - 0 " 5'-0" TAPERED INSULATION METAL PANEL SEE STRUCTURAL DRAWINGS FOR DETAILS. A5 13 TOF -3'-6" SIDEWALK SEE CIVIL DWGS. FOOTINGS SEE STRUCTURAL DWGS. PRECAST PANEL PRECAST PANEL STOREFRONT Level 1 0'-0" Mezzanine 13'-0" 5'-2" 15 EQ. TREADS 13'-8" 6 3 / 4 " 11" 16 E Q . R I S E R S 9' - 0 1 / 2 " 1'-0" Level 1 0'-0" Mezzanine 13'-0" 15 EQ. TREADS 13'-9" 5'-1" 6 3 / 4 " 11" 1'-0" 3' - 0 " 16 E Q . R I S E R S 9' - 0 1 / 2 " Level 1 0'-0" Mezzanine 13'-0" 1'-0" 11" 5'-5" 6 EQ. TREADS 5'-6" 5'-9" 7 E Q . R I S E R S 3' - 1 1 1 / 2 " 3' - 0 " 6 3 / 4 " 11" Level 1 0'-0" Mezzanine 13'-0" 3' - 0 " 7 E Q . R I S E R S 3' - 1 1 1 / 2 " 9 ' - 0 1 / 2 " 5'-11" 6 EQ. TREADS 5'-6" 5'-5" 11" 6 3 / 4 " Level 1 0'-0" T.O.W. 30'-0" A5 15 TOF -3'-6" INSULATED PRECAST PANEL OVERHEAD DOOR DRIVEWAY SEE CIVIL DWGS. FOOTINGS SEE STRUCTURAL DWGS. PRECAST PANEL C Level 1 0'-0" Mezzanine 13'-0" 8 EQ. TREADS 7'-4" 5'-1" 9 E Q . R I S E R S 5' - 1 " 6 3 / 4 " 11" Level 1 0'-0" Mezzanine 13'-0" 5'-1" 13 EQ. TREADS 11'-11"5'-3" 5' - 1 " 14 E Q . T R E A D S 7' - 1 1 " 11" 6 3 / 4 " Level 1 0'-0" Mezzanine 13'-0" 1'-0"11"6 3 / 4 " 8 EQ. TREADS 7'-4"5'-0 1/4" 9 E Q . R I S E R S 5' - 1 " Level 1 0'-0" Mezzanine 13'-0" 5'-1" 13 EQ. TREADS 11'-11" 5'-3" 3' - 0 " 14 E Q . R I S E R S 7' - 1 1 " 5 ' - 1 " 11" 6 3 / 4 " INSUL PRECAST WALL PANEL EXTERIORINTERIOR 2" 3/4" 2" 3/4" WALL REVEAL EL. +16'-0" A.F.F. WALL REVEAL EL. +10'-0" A.F.F.3/4" CHAMFER (TYP.) JOINT SEALANT AND BACKER ROD INSUL PRECAST WALL PANEL JO I N T 1/ 2 " 10 " 10" INSUL PRECAST WALL PANEL 1/2" JOINT JOINT SEALANT AND BACKER ROD INSUL PRECAST WALL PANEL 3/4" CHAMFER, (TYP.) 10 " PROJECT #: THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © DESIGNER/DRAFTER MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES ISSUE DATE: 8797 NW 54TH AVE #300, JOHNSTON, IA 50131 515−259−8320 jeff@rainsarch.com JAMESTOWN POINTE 27 WAREHOUSE 1675 NW GETTYSBURG LN. WAUKEE, IA 50263 RA24020 BUILDING / WALL SECTIONS A4 20 2 5 − 0 8 − 1 2 − − A R C H R E V I E W S E T − − N O T F O R C O N S T R U C T I O N −−− Revisions 1/4" = 1'-0"1 Section 1 3/8" = 1'-0"a CANOPY SECTION 1/8" = 1'-0"4 EAST STAIR - WEST LOWER 1/8" = 1'-0"6 EAST STAIR - EAST LOWER 1/8" = 1'-0"5 EAST STAIR - WEST UPPER 1/8" = 1'-0"7 EAST STAIR - EAST UPPER 3/8" = 1'-0"b NORTH WALL SECTION 1/8" = 1'-0"8 WEST STAIR - SOUTH LOWER 1/8" = 1'-0"9 WEST STAIR - SOUTH UPPER 1/8" = 1'-0"10 WEST STAIR - NORTH LOWER 1/8" = 1'-0"11 WEST STAIR - NORTH UPPER 1 1/2" = 1'-0"12 PRECAST PANEL REVEAL DETAIL 1 1/2" = 1'-0"13 PRECAST PANEL CORNER DETAIL 1 1/2" = 1'-0"14 PRECAST PANEL JOINT DETAIL 1/4" / 1'-0" TAPERED INSULATIONROOF MEMBRANE, ADHEREDCUT IN REGLET FLASHING, CAULK WOOD BLOCKING METAL EDGE FLASHING METAL PANELS OVER 3/4" OSB ON 3 5/8" METAL STUDS. 2 2 SEE STRUCTURAL DRAWINGS FOR DETAILS. METAL PANELS W/ CONCEALED FASTENERS, OVER WEATHER BARRIER, OVER 3/4" OSB SHEATHING ON 3 5/8" STUDS. SE E S C H E D SEE SCHED F SE E S C H E D 6" A SE E S C H E D 2 " FRAMES DOORS 2" SEE SCHED 2" SEE SCHED 6" SE E S C H E D 1'-10" SEE SCHED 6" HG NG SE E S C H E D 6" SEE SCHED 6" FG SE E S C H E D 4 " 2" SEE SCHED 2" SEE SCHED SE E S C H E D 6" 3 ' - 0 " 3 ' - 6 " 6" V A R I E S 3 ' - 6 " 6" V A R I E S 1 0 " OHDB 10 ' - 0 " LOWER LEVEL WINDOWS (X3) 3'-0" 6'-0" 3'-0" 8' - 0 " FRONT ENTRY (X1)UPPER WINDOWS (X12) TYP. MEZZANINE OFFICE STOREFRONT 2" 2'-2" 2" 2'-2" 2" 3'-0" 2" 7' - 0 " 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DISCIPLINES DOCUMENTS 2. ALL HARDWARE TO BE HEAVY DUTY COMMERCIAL GRADE BRUSHED CHROME FINISH. BRUSHED STAINLESS STEEL IS AN ACCEPTABLE ALTERNATIVE FINISH. 3. ALL EXTERIOR DOORS: (UNLESS OTHERWISE NOTED) • SHALL BE FULLY INSULATED, HEAVY-DUTY CONSTRUCTION • SHALL BE WEATHER-TIGHT, I.E. THRESHOLD, WEATHERSTRIPPING, SWEEP • SHALL HAVE LEVER STYLE ACCESSIBLE DOOR HANDLES AND/OR PULLS • SHALL HAVE LOCKING DEVICES, PANIC HARDWARE AT REQUIRED EXITS • SHALL HAVE HEAVY DUTY SECURITY HINGES, WITH NON-REMOVABLE PINS • SHALL HAVE AUTOMATIC DOOR CLOSERS • SHALL BE ALARMED • SHALL HAVE CORRESPONDING DOORSTOPS (WALL- OR FLOOR-MOUNTED) • SHALL HAVE SPECIFIC HARDWARE AS NOTED ON DOOR SCHEDULE 4. ALL INTERIOR DOORS: (UNLESS OTHERWISE NOTED) • SHALL BE HEAVY DUTY HOLLOW REINFORCED METAL CONSTRUCTION • DOORS BETWEEN FULL HVAC AND REDUCED HVAC SPACES SHALL BE FULLY INSULATED • FRAMES SHALL BE HEAVY DUTY HOLLOW METAL CONSTRUCTION • SHALL HAVE LEVER STYLE ACCESSIBLE DOOR HANDLES AND/OR PULLS (OR PANIC BAR WHERE SPECIFIED) • SHALL HAVE HEAVY DUTY HINGES • SHALL HAVE SILENCERS • SHALL HAVE CORRESPONDING DOORSTOPS (WALL OR OVERHEAD) • WITH RATING SHALL HAVE CLOSERS, THRESHOLDS, SMOKE SEALS AND COMPLETE RATED HARDWARE • SHALL HAVE CLOSERS, LOCKS & SPECIFIC HARDWARE AS NOTED ON DOOR SCHEDULE • SHALL HAVE LARGE KICKPLATES AT ALL INTERIOR WOOD DOORS 5. ALL OVERHEAD DOORS: (UNLESS OTHERWISE NOTED) • SHALL BE HEAVY DUTY INSULATED WEATHERTIGHT COMMERCIAL SECTIONAL TYPE CONSTRUCTION • SHALL HAVE POWER OPENERS, SEALS & SPECIFIC HARDWARE AS NOTED ON DOOR SCHEDULE • POWER OPENERS SHALL BE OPERATED BY A PUSH- BUTTON @ INTERIOR, CARD ACCESS @ EXTERIOR AND 2 REMOTES PER OPENER 6. ALL GLASS (UNLESS OTHERWISE NOTED): • IN INTERIOR DOORS AND FRAMES TO BE 1/4" CLEAR. • IN EXTERIOR DOORS AND FRAMES TO BE INSULATED & MATCH IN APPEARANCE • SHALL BE TEMPERED, LAMINATED AND/OR RATED WHERE REQUIRED BY AUTHORITIES 7. REFER TO ELECTRICAL SCOPE FOR CARD READER/SECURITY SYSTEM REQUIREMENTS. VERIFY ELECTRIC STRIKE/CARD READER LOCATIONS WITH OWNER. 8. SECURITY CONTRACTOR TO PROVIDE STATUS SWITCHES AT: • EXTERIOR DOORS • DOORS WITH CARD READERS OR MAG-LOCKS • ROOF/FLOOR HATCHES 1. GENERAL KEY SYSTEM -CONTRACTOR TO MEET WITH OWNER FOR VERIFICATION AND COORDINATION. PROVIDE THE FOLLOWING COORDINATED WITH OWNERS' KEYING SYSTEM: • GRAND MASTER • BUILDING MASTER • EXTERIOR DOOR MASTER (W/ NO CARD READER) • SPRINKLER ROOMS • OTHERS AS REQUIRED BY OWNER 2. SARGENT LOCKS TYPICAL. 3. SARGENT SIGNATURE KEYWAYS -PROPRIETARY CONFIGURATION FOR OWNER. 4. MORTISE LOCKS PREFERRED WHERE POSSIBLE. 5. WHERE CYLINDRICAL LOCKS ARE REQUIRED, PROVIDE 10- LINE. 6. PANIC HARDWARE TO BE VON DUPRIN WITH SARGENT RIM CYLINDERS,10-LINE. 7. ELECTRIC STRIKES REQUIRED FOR ALL CARD-READER LOCATIONS AND POWER OPENERS. GENERAL DOOR & FRAME NOTES HARDWARE NOTES RESTROOM NOTES 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. PLUMBING FIXTURES SHOWN ON THIS SHEET ARE PROVED FOR COORDINATION PURPOSES ONLY. REFER TO PLUMBING DOCS FOR SPECIFIC DESIGN INFO (BY OTHERS). 3. ALL REST ROOMS, FIXTURES & ACCESSORIES SHALL BE COMMERCIAL GRADE AND SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT. 4. PROVIDE ADEQUATE BLOCKING FOR ALL REST ROOM FIXTURES AND EQUIPMENTS. 5. ADD GFI POWER UNDER SINKS OR AROUND WATER CLOSETS IF AUTO-CONTROLS ARE USED. 6. FIXTURE & ACCESSORY MOUNTING HEIGHTS ARE AS FOLLOWS: • DRINKING FOUNTAIN & WATER COOLER: • SPOUT HEIGHT: NO HIGHER THAN 36" AFF • CONTROLS HEIGHT: SEE BELOW • WATER CLOSET HEIGHT:17"-19" TO TOP OF TOILET SEAT • URINAL RIM HEIGHT: 17" AFF • GRAB BAR CENTER: 33"-36" AFF • TOILET PAPER DISPENSER CENTER: 19" AFF • LAVATORY RIM OR COUNTER HEIGHT: NO HIGHER THAN 34" AFF • MIRROR HEIGHT: BOTTOM EDGE OF GLASS NO HIGHER THAN 40" AFF • CONTROLS HEIGHT AND REACH RANGES ARE AS FOLLOWS: • FORWARD APPROACH: 15"-48" AFF; • OVER OBJECT 44" AFF MAX, • SIDE APPROACH: 9"-54"; • OVER OBJECT 46" AFF MAX. GENERAL FINISHES NOTES: 1. FINISH COLORS TBD-OWNER TO APPROVE ALL FINAL MATERIAL SELECTIONS AND COLORS BEFORE ORDERING, FABRICATION AND/OR INSTALLATION. 2. ACT-WHITE: PROVIDE WHITE 2x2 ACOUSTIC TILE, TEGULAR, (USG RADAR OR SIMILAR) W/ WHITE GRID 15/16" 3. ALL GYPSUM BOARD SURFACES TO BE SMOOTH FINISH UNLESS OTHERWISE NOTED, PROPERLY FASTENED, TAPED, MUDDED AND SANDED, READY FOR FINISH. PROVIDE MRGB AT ALL WET WALL LOCATIONS AND ENTIRE REST ROOM. 4. ALL EXPOSED WOOD SURFACES TO BE SMOOTH FINISH UNLESS OTHERWISE NOTED, PROPERLY FASTENED, HOLES FILLED AND SANDED, READY FOR FINISH OR PREFINISHED ONLY IF APPROVED BY OWNER. 5. ALL WOOD FINISH SHALL BE LEFT NATURAL OR STAINED AS NOTED, FOLLOWED BY TWO COATS OF HIGH QUALITY TRANSPARENT COATING. MATERIAL SHOULD BE SANDED BETWEEN ALL COATS. 6. ALL EXPOSED METALS TO BE SMOOTH FINISH UNLESS OTHERWISE NOTED, PROPERLY SANDED AND CLEAN OF ALL DEBRIS, READY FOR FINISH OR PREFINISHED. 7. ALL EXPOSED CONCRETE, SHALL BE KEPT CLEAN AND FREE OF DEBRIS THROUGHOUT CONSTRUCTION PROCESS. INTERIOR CONCRETE TO BE SMOOTH FINISH UNLESS OTHERWISE NOTED. EXTERIOR CONCRETE TO BE BROOM FINISH UNLESS OTHERWISE NOTED. 8. ALL PAINT FINISH SHALL BE PRIMED FOLLOWED BY TWO COATS OF HIGH QUALITY FINISH PAINT. CMU WALLS SHALL BE MIN. SEMI-GLOSS LATEX PAINT, GYPSUM BOARD WALLS SHALL BE MIN. EGGSHELL LATEX PAINT, GYPSUM BOARD CEILINGS SHALL BYE FLAT LATEX PAINT, INTERIOR METALS SHALL BE EPOXY PAINT, EXTERIOR METALS SHALL BE A THREE-COAT TNEMEC SYSTEM. 9. IF SMOOTH, SURFACE MATERIAL SHOULD BE SANDED BETWEEN ALL COATS. ALL STEEL DOORS & METAL FRAMES SHALL BE SPRAY APPLIED PAINT. 10. ALL CONCRETE TO REMAIN EXPOSED SHOULD BE IMMEDIATELY SEALED WITH THREE-COATS OF CURE AND HARDEN. 11. APPROPRIATE LOW PROFILE VINYL TRANSITION STRIP SHALL BE USED BETWEEN DISSIMILAR FLOORING MATERIALS. HARD FLOOR (STONE/TILE) TO BE SEPARATED FROM CARPET/WALK- OFF MAT FINISH BY VERTICAL ALUMINUM LEG BAR BETWEEN TO BE FLUSH WITH BOTH SURFACES. 12. FRP PANELS AROUND MOP SINK TO 12" ABOVE FAUCET & 12" BEYOND SINK BASIN. 13. CAULKS OR SEALANTS USED TO MATCH ADJACENT MATERIAL COLOR, REVEAL COLORS OR GROUT COLORS. 14. MISCELLANEOUS: • TRANSITION STRIPS-VINYL • EXPOSED CONCRETE JOINTS/SAW CUTS-FILLED & SEALED TO TOP OF FLOOR. • GYP. BD. SOFFITS-SMOOTH FINISH, MATCH WALL PAINT • FRP-AROUND MOP SINKS TO 4' AFF SIGNAGE NOTES 1. TACTILE-TEXT MUST BE ADHERED TO SIGN. 2. 5/8”TACTILE CHARACTER HEIGHT MINIMUM. 3. 2”TACTILE CHARACTER HEIGHT MAXIMUM. 4. STROKE THICKNESS SHALL BE 10% MINIMUM AND 30% MAXIMUM OF THE LETTER HEIGHT AND SPACING 5. BETWEEN CHARACTERS SHALL BE 10% MINIMUM AND 35% MAXIMUM OF THE CHARACTER HEIGHT. 6. CHARACTERS SHOULD BE SANS SERIF & NOT IN ITALICS. 7. GRADE II BRAILLE MUST BE USED. BRAILLE MUST BE 3/8” FROM TACTILE CHARACTERS AND 3/8”MINIMUM FROM ELEVATED BORDERS AND FIGURES. 8. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6”MINIMUM AND SHALL NOT SHARE A FIELD WITH BRAILLE. 9. MUST BE MOUNTED ON LATCH SIDE OF DOOR. 10. MUST BE 48”MINIMUM AND 60”MAXIMUM MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM LINE OF TEXT. 11. WHITE LETTERS & FIGURES ON BLACK BACKGROUND, UNLESS OTHERWISE NOTED. 12. PROVIDE SIGNAGE AT RESTROOMS, STORAGE, JANITORIAL, MECHANICAL/ELECTRICAL ROOMS AND EXITS. 1 102 A5 9 8 H1 G1 H1 10" 6 1/8" 7'-10" 4 7/8" 4 7 / 8 " 7 ' - 6 " 6 3 / 4 " A 203 204 H1 H1 H1 H1 G1 A5 6 A5 5 A53 RR 203 RR 204 BREAK ROOM 205 7 41' - 6 " 6 " 2 ' - 1 0 " 6" 3'-0" 2' - 1 0 " GL A S S 3' - 4 " M A X . T O EPOXY PAINT 24"X 36" FRAMED MIRROR ST. STEEL GRAB BARS 1'-6"1'-9 7/16" 1'-2" 3'-4 1/2" 1' - 6 " 6 " 2 ' - 1 0 " 1'-6" 2'-0 1/2" 1' - 3 " 1 ' - 6 " EPOXY PAINT TP DISP. AREA ST. STL. GRAB BARS 1'-6" 1'-10" 1' - 3 " 1 ' - 6 " 3'-0" 6" 1' - 6 " 6 " 2 ' - 1 0 " EPOXY PAINT TP DISP. AREA ST. STL. GRAB BARS 2' - 1 0 " 6 " 1 ' - 6 " 1'-0" 2'-4" 1'-2" 1'-6"1'-6" EPOXY PAINT 24" X 36" FRAMED MIRROR 2' - 1 0 " TO G L A S S 3' - 4 " M A X . 2' - 1 0 " TO G L A S S 3' - 4 " M A X . 1' - 6 " 6 " 2 ' - 1 0 " 1'-2" 2'-4" 1'-0" EPOXY PAINT 24" X 36" FRAMED MIRROR 1'-6"1'-6" 6" 3'-0" 2' - 0 " 2 ' - 1 0 " 1' - 3 " 1 ' - 6 " 2'-2 1/2" 1'-6" EPOXY PAINT TP. DISP. AREA ST. STL. GRAB BARS 2' - 6 " 1 ' - 8 " 2 ' - 1 0 " 2'-6" 2'-6" 3'-0" 2'-6" 2'-6" 3'-0" LAMINATE BASE & UPPER CABINETS W/ WIRE PULLS 18" DIAMETER CONCRETE FOOTING 1" CANT @ EXTERIOR CONCRETE PAVING/FLOOR AS SCHEDULED 3' -0" 6"Ø PRIMED STEEL PIPE FILL w/ CONCRETE 5' -0" COMPACTED SUB-GRADE AS PER SPEC. 1/2"PRE-MOLDED EXPANSION JOINT WHERE CONCRETE OCCURS 1'-6" DIA. 6" DIA. PLASTIC BOLLARD COVER (TYP.) POUR SLAB UP TO BOLLARD/ E.J. @ INTERIOR 6 1 / 3 2 " 10" TPO MEMBRANE TAPERED RIGID INSULATION AT CRICKET RIGID INSULATION ROOF DECK (SEE STRUCT. DWGS) ROOF JOIST (SEE STRUCT. DWGS)WELDED SPLICE FASTENER WITH SEAM PLATE BONDING ADHESIVE TPO MEMBRANE FACE FASTENER SEAL WOOD NAILERS COPING COVER INSULATED PRECAST WALL PANEL L5x5x1/2 CONT., BEARING ANGLE, SEE STRUCT.DWGS EMBED PLATE SEE STRUCT. DWGS REDUCE INSULATION TO 1" COPING ANCHOR CLIP L4x4x1/4 CONT. SEE STRUCT.DWGS 2" RIGID INSUL. PROJECT #: THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © DESIGNER/DRAFTER MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES ISSUE DATE: 8797 NW 54TH AVE #300, JOHNSTON, IA 50131 515−259−8320 jeff@rainsarch.com JAMESTOWN POINTE 27 WAREHOUSE 1675 NW GETTYSBURG LN. WAUKEE, IA 50263 RA24020 DETAILS, DOOR & WINDOWS A5 20 2 5 − 0 8 − 1 2 − − A R C H R E V I E W S E T − − N O T F O R C O N S T R U C T I O N −−− 1" = 1'-0"13 CANOPY SECTION DETAIL 3/4" = 1'-0"12 CANOPY PLAN DETAIL Door & Frame Schedule Mark Doors Frames Lock Type CommentsWidth Height Type Material Finish Type Material Finish 101A 6'-0" 8'-0" FG ALUM BLACK ANOD A ALUM ANOD ENTRY - PANIC STOREFRONT DOUBLE DOOR 101B 6'-0" 7'-0" F HM PAINT A HM PAINT PASSAGE DOUBLE DOOR 102 3'-0" 7'-0" F HM PAINT A HM PAINT PRIVACY 103A 3'-0" 7'-0" 103B 3'-0" 7'-0" F HM PAINT A HM PAINT ENTRY - LEVER THRESHOLD, CLOSER, WEATHERSEAL 103C 18'-0" 16'-0" OHD INSUL-MTL PREFIN - - - POWER OPENER 104 3'-0" 7'-0" F HM PAINT A HM PAINT STORAGE-LEVER 201A 3'-0" 7'-0" NG HM PAINT A HM PAINT PANIC BAR 201B 3'-0" 7'-0" FG ALUM BLACK ANOD A ALUM ANOD OFFICE 201C 3'-0" 7'-0" NG HM PAINT A HM PAINT PANIC BAR 203 3'-0" 7'-0" F HM PAINT A HM PAINT PRIVACY 204 3'-0" 7'-0" F HM PAINT A HM PAINT PRIVACY 206 3'-0" 7'-0" FG ALUM BLACK ANOD A ALUM ANOD OFFICE 207 3'-0" 7'-0" FG ALUM BLACK ANOD A ALUM ANOD OFFICE 208 3'-0" 7'-0" FG ALUM BLACK ANOD A ALUM ANOD OFFICE 209 3'-0" 7'-0" FG ALUM BLACK ANOD A ALUM ANOD OFFICE 210 3'-0" 7'-0" FG ALUM BLACK ANOD A ALUM ANOD OFFICE 300A 3'-0" 7'-0" F HM PAINT A HM PAINT ENTRY - LEVER THRESHOLD, CLOSER, WEATHERSEAL 300B 18'-0" 16'-0" OHD INSUL-MTL PREFIN - - - POWER OPENER 400A 3'-0" 7'-0" F HM PAINT A HM PAINT ENTRY - LEVER THRESHOLD, CLOSER, WEATHERSEAL 400B 18'-0" 16'-0" OHD INSUL-MTL PREFIN - - - POWER OPENER 500A 3'-0" 7'-0" F HM PAINT A HM PAINT ENTRY - LEVER THRESHOLD, CLOSER, WEATHERSEAL 500B 18'-0" 16'-0" OHD INSUL-MTL PREFIN - - - POWER OPENER 1/4" = 1'-0"1 Door & Frame Types 1/4" = 1'-0"2 Window Types Room Finish Schedule Number Name Flooring Base Wall Finish Ceiling Finish Comments 101 STUDIO SEALED CONCRETE VB PNT - 102 RR SEALED CONCRETE VB EPOXY PNT ACT 103 WAREHOUSE SEALED CONCRETE - - - 104 SPRINKLER SEALED CONCRETE - - - 201 WAITING/CORR CPT VB PNT ACT 202 OFFICE CPT VB PNT ACT 203 RR LVT VB PNT ACT 204 RR LVT VB PNT ACT 205 BREAK ROOM LVT VB PNT ACT 206 OFFICE CPT VB PNT ACT 207 OFFICE CPT VB PNT ACT 208 OFFICE CPT VB PNT ACT 209 OFFICE CPT VB PNT ACT 210 OFFICE CPT VB PNT ACT 300 TENANT-A SEALED CONCRETE - - - 400 TENANT-B SEALED CONCRETE - - - 500 TENANT C SEALED CONCRETE - - - 1/4" = 1'-0"10 Enlarged Plan - Level 1 Restroom 1/4" = 1'-0"11 Enlarged Plan - Mezz. RR & Break Room 1/4" = 1'-0"9 Restroom 102 - North Elevation 1/4" = 1'-0"8 Restroom 102 - West Elevation 1/4" = 1'-0"7 Restroom 203 - East Elevation 1/4" = 1'-0"6 Restroom 203 - South Elevation 1/4" = 1'-0"5 Restroom 204 - North Elevation 1/4" = 1'-0"4 Restroom 204 - East Elevation 1/4" = 1'-0"3 Break Room 205 - West Elevation Revisions 1" = 1'-0"15 WALL PARAPET 3/4" = 1'-0"14 PIPE BOLLARD DETAIL