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Home My WebLink About2022-12-05 J10 KeeTown Loop Aloft Hotel_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: December 5, 2022 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for KeeTown Loop – Aloft Hotel (2848 Grand Prairie Parkway) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The Quarter at Waukee, LLC requests approval of a site plan to authorize the construction of a 67,982 square foot hotel building. The building is 4-stories tall and 63’-10” in height. The main entrance to the building is along the west side. A trash enclosure will be provided just to the north of the proposed building. A monument sign is shown at the entrance to the site off of SE Parkview Crossing Drive. One direct access will be provided into the site at the west side from the public street. Internal access points are provided within the overall development. A 10-ft wide trail will be provided on the east side of SE Parkview Crossing Drive, adjacent to the site. An eight-foot-wide trail will be provided into the site from the public trail, just to the south of the subject site. Several internal sidewalks are proposed to provide pedestrian accessibility across the site. A total of 139 parking spaces are required for the proposed site plan and they are providing 158 parking spaces. They are also providing bicycle parking as required per the Kettlestone Design Guidelines. All utilities will be provided to this site as part of the overall development improvements. All utilities will be privately owned and maintained. Stormwater management is provided for in the existing pond located to the southwest of the site. All landscaping requirements have been met. The elevations of the building are proposed to be constructed mainly of fiber cement panels and glazing. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the November 22, 2022, Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for KeeTown Loop – Aloft Hotel (2848 Grand Prairie Parkway) Planning Coordinator, Melissa DeBoer, introduced the request for approval of a site plan for a new hotel as submitted by the applicant, The Quarter at Waukee, LLC. The subject property is generally J10 located north of Ashworth Road and west of Grand Prairie Parkway and contains approximately 2.94 acres. The site is a portion of the overall KeeTown Loop commercial development. Mrs. DeBoer advised that the project involves the construction of a hotel building approximately 67,982 square feet over four stories with the highest peak being approximately 63’ 10” in height. The hotel will include 126 units and an eating/drinking area on the main floor. A trash enclosure will be provided just to the north of the proposed building and a monument sign is shown at the entrance to the site off of SE Parkview Crossing Drive. Access into the site is provided from several directions off of public streets as well as internally to the development, pedestrian access is provided through sidewalk extensions as well as an eight-foot and ten-foot trail. Public utilities will serve the site and stormwater management will be accommodated for withing the existing pond located to the southwest of the site. all parking, landscaping, open space, lighting, and elevation requirements have been met at this time. Staff recommends approval of the site plant for Aloft Hotel subject to remaining staff comments. • Commissioner Streit questioned if the hotel would have a pool. Mrs. DeBoer advised she believed one was intended as part of the hotel construction. • Commissioner Koshy questioned if there would be signage off of Grand Prairie Parkway. Mrs. DeBoer advised that two would be located along the street frontage. Commissioner Hoifeldt questioned if additional signage would be allowed on the building. Mrs. DeBoer advised that the applicant would be allowed building signage on any elevation facing a public street within the regular signage requirements. • Commissioner Broderick questioned if the eating space would be considered a restaurant. Mrs. DeBoer advised that further information on the eating area had not been provided. Commissioner Streit moved to approve a site plan for KeeTown Loop-Aloft Hotel (2848 Grand Prairie Parkway) subject to remaining staff comments. The motion was seconded by commissioner Broderick. Ayes: Koelker, Hoifeldt, Streit, Koshy, Broderick, and Tessau. Nays: none. Motion Carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE SITE PLAN FOR KEETOWN LOOP – ALOFT HOTEL (2848 GRAND PRAIRIE PARKWAY) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for KeeTown Loop – Aloft Hotel, subject to remaining staff comments on November 22, 2022; AND, WHEREAS, the Site Plan for KeeTown Loop – Aloft Hotel is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for KeeTown Loop – Aloft Hotel is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 5th day of December, 2022 that the Site Plan for KeeTown Loop – Aloft Hotel is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: KeeTown Loop – Aloft Hotel – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: November 17, 2022 MEETING DATE: November 22, 2022 GENERAL INFORMATION Owner/Applicant: The Quarter at Waukee, LLC Owner’s Representative: Matt Carlile, PLA, Confluence Request: The applicant is requesting approval of a site plan for a hotel. Location and Size: Property is generally located north of Ashworth Road and west of Grand Prairie Parkway, containing approximately 2.94-acres. AREA MAP ABOVE: Aerial of property identifying the proposed site plan (outlined in BLUE). November 17, 2022 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant - Undeveloped Community Retail/Office K-RR / PD-1 (Kettlestone Retail Regional District with a Planned Development Overlay) North Kettleview Office Office K-OF / PD-1 (Kettlestone Office District with a Planned Development Overlay) South Vacant - Undeveloped Regional Retail K-RR (Kettlestone Retail Regional District) & A-1 (Agricultural District) East Hy-Vee Fast & Fresh / Sleep Inn Community Retail/Office K-RC (Kettlestone Retail Community District) West Kettlestone Ridge Neighborhood Single-Family Residential R-2 (One & Two Family Residential District) & K-RC (Kettlestone Retail Community District) HISTORY The subject property was rezoned in 2021 as the first step in the development process for the planned KeeTown Loop development that will feature an entertainment venue, commercial / retail space, and hotels. A preliminary plat and final plat for the overall development has been approved and a site plan for the entertainment venue and parking has been approved. The applicant now requests approval of a site plan for a hotel. PROJECT DESCRIPTION The project involves the construction of a hotel building. The building is 67,982 square feet in area, with a 19,331 square foot footprint. The building is 4-stories tall and 63’-10” in height at the tallest point. The main entrance to the building is along the west side. The hotel building will include 126 units and an eating/drinking area on the main floor. A trash enclosure will be provided just to the north of the proposed building. A monument sign is shown at the entrance to the site off of SE Parkview Crossing Drive. ACCESS AND PARKING One direct access is proposed into this site at the west side of the site from the public street. There are several accesses into the overall development from the public streets and internal access points into this site from the neighboring properties within the overall development. A total of 139 parking spaces are required for the proposed site plan and they are providing 158 spaces. They are also providing the required 5 bicycle parking spaces per the Kettlestone Design Guidelines. November 17, 2022 3 of 3 SIDEWALKS/TRAILS A ten-foot-wide trail will be provided on the east side of SE Parkview Crossing Drive, adjacent to the subject site. An eight-foot-wide trail will be provided into the site from the public trail just to the south of the subject site. Several internal sidewalks are proposed in order to provide pedestrian access throughout the development. UTILITIES All utilities will be provided to this site as part of the overall development improvements. All utilities will be privately owned and maintained. Stormwater management will be accommodated within the existing pond that is located to the southwest of the site. LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 31.75%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. LIGHTING PLAN A photometric plan for the site lighting has been submitted and reviewed by staff. The lighting plan complies with the adopted guidelines. ELEVATIONS The elevations of the building are proposed to be constructed mainly of fiber cement panels and glazing. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Community Commercial. The overall goal of the Community Commercial classification is to provide goods and services to the community and often have two or more anchor tenants. STAFF RECOMMENDATION The proposed site plan is in general conformance with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and Site Plan Ordinance. Staff recommends approval of the site plan for KeeTown Loop – Aloft Hotel subject to remaining staff comments. PARKING REQUIREMENTS: REQUIRED PARKING STALLS: 139 STALLS 1 STALL / 1 GUEST ROOM OF HOTEL 126 ROOMS 1 STALL/1 ROOM = 126 STALLS 5 STALLS/ 1,000 SF OF EATING/DRINKING AREA 2,600SF 5 STALL/1,000 SF= 13 STALLS TOTAL PARKING STALLS PROVIDED: 158 (151 +7 ADA SPACES) ACCESSIBLE STALLS REQUIRED: 6 ACCESSIBLE STALLS PROVIDED: 7 (2 ARE VAN ACCESSIBLE) BICYCLE PARKING REQUIREMENTS 3% OF REQUIRED PARKING REQUIREMENTS REQUIRED PARKING STALLS: 139 REQUIRED BICYCLE PARKING: 5 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 0 0 0 C O V E R / D r a w n b y : X X / C h e c k e d b y : X X KEETOWN LOOP - ALOFT HOTEL WAUKEE HOTEL, LLC 2848 GRAND PRAIRIE PARKWAY WAUKEE, IOWA CONFLUENCE PROJECT # 21072-04 COVER SHEET L000 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION COPYRIGHT © 2020 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. VICINITY MAP below.Know what's Call before you dig. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE INC, AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. (c) COPYRIGHT 2016 BY CONFLUENCE INC. SE ASHWORTH ROAD PROJECT LOCATION SE ASHWORTH ROAD SE PARKVIEW CROSSING DRIVE GRAND PRAIRIE PARKWAY SE ESKER RIDGE DRIVE ZONING AND LAND USE ZONING: K-RR / PD-I AND BOOK 2021 PAGE 27621 EXISTING LAND USE: VACANT OPEN SPACE REQUIREMENTS: 20% APPLICANT/PREPARER OF SUBMITTAL MATT CARLILE 525 17TH STREET DES MOINES, IA 50309 515-288-4875 E-MAIL: MCARLILE@THINKCONFLUENCE.COM CONTACT: MATT CARLILE LEGAL DESCRIPTION KEETOWN LOOP PLAT 1, LOT 4 BUILDING SUMMARY BUILDING FOOTPRINT: 19,331 SF BUILDING TYPE: HOTEL BUILDING HEIGHT: 54'-8.5" ROOFTOP FEATURE HEIGHT: 63'-10" BUILDING STORIES: 4 STORY SLEEPING UNITS: 126 CONSTRUCTION TYPE: V-A MIXED OCCUPANCY (A-3, B, R-1) HOTEL OWNER/APPLICANT CONTACT: RAE RICHARDSON WAUKEE HOTEL, LLC 5 SHENANDOAH AVENUE JACKSONVILLE, IL 62650 (217) 245-2200 x 102 SHEET INDEX SHEET NUMBER SHEET TITLE L000 COVER SHEET L001 GENERAL NOTES L100 SITE PREPARATION PLAN L200 LAYOUT PLAN L300 GRADING PLAN L301 UTILITIES PLAN L302 PONDING ELEVATIONS L303 EROSION AND SEDIMENT CONTROL PLAN L400 PLANTING PLAN- TREES L401 PLANTING PLAN- SHRUBS AND PERENNIALS L500 - L501 SITE DETAILS L502 PLANTING DETAILS L503 SITE LIGHTING DETAILS L600 SIDEWALK RAMP PLAN OVERVIEW L601 SIDEWALK RAMP DETAILS E100 ELECTRICAL SITE PLAN E200 PHOTOMETRIC SITE PLAN A201 - A204 ARCHITECTURAL SHEETS E101 FIRST FLOOR LIGHTING PLAN T FEO S * T A I O * W A L I C E N S E D LANDS C A P E A R C HI T E C T MATT CARLILE LANDSCAPE ARCHITECT NO. 422 I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. MATT CARLILE REGISTRATION #422 DATE MY REGISTRATION DATE IS: JUNE 30, 2024 SHEETS COVERED BY THIS SEAL: L000-L300, L400-L504 MATT CARLILE LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th Street Johnston, IA 50131 PH: (515) 727-0700 MATTHEW JAHNKE CIVIL ENGINEER COOPER CRAWFORD & ASSOC. 475 S 50th Street WEST DES MOINES, IA 50265 PH: (515) 224-1344 KEVEN CRAWFORD I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. MATTHEW JAHNKE REGISTRATION #P23173 DATE MY REGISTRATION DATE IS: DECEMBER 31, 2022 SHEETS COVERED BY THIS SEAL: E100, E200 I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. KEVEN CRAWFORD REGISTRATION #P13156 DATE MY REGISTRATION DATE IS: DECEMBER 31, 2022 SHEETS COVERED BY THIS SEAL: L301 LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 N MATTHEW JAHNKE P23173 S G ER C I E OI AW L E N I E N E S SI D P E R O F L ON A N KEVEN CRAWFORD P13156 S G ER C I E OI AW L E N I E N E S SI D P E R O F L ON A STRUCTURAL ENGINEER RAMAKER 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 JEFFREY H. ZANDER I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. JEFFREY H. ZANDER REGISTRATION #PE17043 DATE MY REGISTRATION DATE IS: DECEMBER 31, 2023 SHEETS COVERED BY THIS SEAL: N JEFFREY H. ZANDER PE17043 S G ER C I E OI AW L E N I E N E S SI D P E R O F L ON A LANDSCAPE REQUIREMENTS STREET TREE PLANTING: 195 LF OF FRONTAGE 195 LF X 1 TREE / 40LF = 5 STREET TREES REQUIRED 5 STREET TREES PROVIDED (ONE TREE SPACE OCCUPIED BY PUBLIC STREET LIGHT) OFF STREET PARKING: PARKING LOT ISLANDS 17 OVERSTORY TREE/ISLAND REQUIRED 18 OVERSTORY TREE/ISLAND PROVIDED RIGHT OF WAY BUFFER 195 LF OF FRONTAGE 195 X 2 OVERSTORY TREES / 50 LF =7.80 OVERSTORY TREES REQUIRED 9 OVERSTORY TREES PROVIDED 195 LF X 8 SHRUBS / 50 LF = 31.20 SHRUBS REQUIRED 40 SHRUBS PROVIDED OPEN SPACE REQUIREMENTS: AREA REQUIREMENT: 127,834 SF (2.94 ACRES) 20% REQUIRED OPEN SPACE (25,566.80 SF) 33% PROVIDED OPEN SPACE (39,606 SF) 29% 11,501 SF IMPERVIOUS OPEN SPACE 71% 28,105 SF PERVIOUS OPEN SPACE OPEN SPACE PLANTING REQUIREMENTS: 1.5 OVERSTORY TREE, .5 UNDERSTORY TREE AND TWO SHRUBS PER 1,000 SF OF REQUIRED OPEN SPACE. SHRUBS PROVIDED: 63 TREES PROVIDED: 67 OVERSTORY = 15 = 22% UNDERSTORY = 29 = 43% EVERGREEN = 23 = 34% ≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN ≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORY OVERSTORY TREES: 25,566.88 SF X 1.5/1,000 SF = 38.35 OVERSTORY TREES REQUIRED 39 OVERSTORY TREES PROVIDED UNDERSTORY TREES: 25,566.88 SF X .5/1,000 SF= 12.78 UNDERSTORY TREES REQUIRED 13 UNDERSTORY TREES PROVIDED SHRUBS:25,566.88 SF X 2/1,000 SF = 51.13 SHRUBS REQUIRED 62 SHRUBS PROVIDED 04/26/2022 SITE SUMMARY SITE AREA: 127,834 SF (2.94 ACRES) IMPERVIOUS SURFACE AREA: 99,729 SF (2.29 ACRES) TOTAL BUILDING SURFACE AREA = 19,187 SF TOTAL PAVEMENT(SIDEWALK) SURFACE AREA = 10,227 SF TOTAL PARKING SPACE SURFACE AREA = 27,102 SF TOTAL DECORATIVE PAVING AREA=1,866 SF TOTAL ROAD SURFACE AREA = 41,347 SF PERVIOUS SURFACE AREA: 28,105 SF (0.64 ACRES) O L NAEROF N S C E E WOI A I D L P T C EC T I H A R SS I JOESEPH GALLAGHER ARC07914 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 JOE GALLAGER I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. JOESEPH GALLAGHER REGISTRATION #ARC07914 DATE MY REGISTRATION DATE IS: JUNE 30, 2024 SHEETS COVERED BY THIS SEAL: A201-A204 OWNER/APPLICANT THE QUARTER AT WAUKEE, LLC C/O HARRY COIN 4011 AVENUE OF THE CITIES, SUITE 101 B MOLINE, IL 61265 309-781-0595 SETBACKS PRINCIPLE BUILDING PERIMETER SETBACK FROM ADJOINING SFR 50' MINIMUM PRINCIPLE BUILDING SEPARATION 25' MINIMUM OPEN SPACE 10-20% PRINCIPLE STRUCTURE MAXIMUM HEIGHT 8 STORIES MAXIMUM FAR 0.7 (FOR HOTEL USE) FAR CALCULATION: GROSS SF FOR HOTEL: 67,982 SF TOTAL SITE AREA: 127,834 SF FAR: .53 ABBREVIATIONS ALW ALLOWANCE APPROX APPROXIMATE ARCH ARCHITECT AVE AVERAGE B&B BALLED AND BURLAPPED BC BACK OF CURB BLDG BUILDING BR BOTTOM OF RAMP BS BOTTOM OF STAIR BW BOTH WAYS CAL CALIPER CF CUBIC FEET CIP CAST IN PLACE CL CENTER LINE CLR CLEAR CO CLEANOUT CONT CONTINUOUS CY CUBIC YARD DEMO DEMOLISH DIA DIAMETER DIM DIMENSION DTL DETAIL DWG DRAWING E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ENG ENGINEER EQ EQUAL EST ESTIMATE EW EACH WAY EXIST EXISTING EXP EXPANSION FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOW LINE FOC FACE OF CURB FL FLOWLINE FT FEET FTG FOOTING FS FINISHED SURFACE GA GAUGE GEN GENERAL HORIZ HORIZONTAL HP HIGH POINT ID INSIDE DIAMETER IE INVERT ELEVATION IN INCHES INCL INCLUDED JT JOINT LF LINEAR FEET LP LOW POINT MAX MAXIMUM ME MEET EXISTING MFG MANUFACTURER MH MANHOLE MIN MINIMUM N NORTH NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PC POINT OF CURVE PE POLYETHYLENE PI POINT OF INTERSECTION PL PROPERTY LINE PT POINT PVC POLY VINYL CHLORIDE QTY QUANTITY R RADIUS REF REFERENCE REINF REINFORCE R-EJ REINFORCED EXPANSION JT REQD REQUIRED REV REVISION ROW RIGHT-OF-WAY S SOUTH SAN SANITARY SF SQUARE FEET SHT SHEET SIM SIMILAR SPECS SPECIFICATIONS ST STORM SEWER SY SQUARE YARD STA STATION STD STANDARD SYM SYMMETRICAL SQ SQUARE T&B TOP AND BOTTOM TBD TO BE DETERMINED TC TOP OF CURB TH THICK TOPO TOPOGRAPHY TR TOP OF RAMP TS TOP OF STAIR TYP TYPICAL UNO UNLESS NOTED OTHERWISE VAR VARIES VOL VOLUME W/WITH W/O WITHOUT WT WEIGHT WWM WELDED WIRE MESH YD YARD LINE SYMBOL LEGEND PROPERTY LINE EASEMENT SETBACK EXISTING INDEX CONTOUR EXISTING CONTOUR PROPOSED INDEX CONTOUR PROPOSED CONTOUR COMMUNICATIONS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC FIBER OPTIC SANITARY SEWER STORM SEWER UNDERDRAIN TELEPHONE WATER SILT FENCE FENCE ## ## ## ## COM OE UE F/O S ST UD T W SF O O O O O GENERAL NOTES A.COOPER CRAWFORD AND ASSOCIATES, 475 S 50TH STREET SUITE #800, WEST DES MOINES, IA 50265 (515-224-1344) PREPARED THE SURVEY FOR THIS PROJECT. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY ANY DISCREPANCIES BETWEEN THE SURVEY AND FIELD CONDITIONS. B.THE CONTRACTOR SHALL NOTIFY THE 811 ONE CALL CENTER TO REQUEST THE LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION AREA PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PRIVATE UTILITIES NOT COVERED BY 811 ONE CALL. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. C.CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING CONDITIONS, IMPROVEMENTS, VEGETATION AND UTILITIES TO REMAIN. ANY DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. D.THE CONTRACTOR SHALL CONSTRUCT ALL ITEMS WITHIN THIS CONTRACT IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, REGULATIONS AND ENGINEERING STANDARDS. CONTRACTOR TO COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY OR STREETS WITH THE APPROPRIATE JURISDICTIONS. E.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. F.THE CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY SIGNS AND BARRICADES DURING THE CONSTRUCTION IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. G.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED PERMITS BEFORE PERFORMING ANY WORK. H.ALL WORK INVOLVING CONNECTION OF PUBLIC IMPROVEMENTS, AND ALL WORK ASSOCIATED WITH PUBLIC IMPROVEMENTS SHALL COMPLY WITH 2020 EDITION WAUKEE STANDARD SPECIFICATIONS INCLUDING ALL APPLICABLE PERMITS AND 2022 EDITION OF SUDAS. I.ALL PROPOSED ELEMENTS WILL BE PRIVATE AND "BLANKET" EASEMENTS, SO THEY ARE NOT PLOTTABLE. J.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. IF PAVING IS NOT INSTALLED PRIOR TO BUILDING CONSTRUCTION COMMENCING AFTER FOOTINGS ARE INSTALLED, AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING TO EXTEND WITHIN 100 FEET OF ALL PORTIONS OF THE EXTERIOR WALLS SHALL BE PROVIDED TO COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 OF THE IFC. K.ANY PLAN CHANGES SHALL BE APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO EXECUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHANGES MADE THAT WERE NOT APPROVED BY THE CITY. DEMOLITION GENERAL NOTES A.PRIOR TO ANY EXCAVATION AT THE SITE, CONTRACTOR SHALL CONSULT WITH OWNER'S PERSONNEL AND UTILITY COMPANIES REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. REPORT ANY DAMAGE TO EXISTING UTILITIES PRIOR TO REPAIR. DAMAGE TO UTILITIES AND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER OF THE UTILITY. B.FIELD VERIFY EXISTING GRADES AND LOCATIONS OF EXISTING UTILITIES, CONDUIT, LINES, POLES, TREES, PAVING, BUILDING AND OTHER SITE STRUCTURES PRIOR TO DEMOLITION OR CONSTRUCTION AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL REPORT TO THE OWNER ANY DAMAGE TO OWNER'S PROPERTY PRIOR TO REPAIR. C.PROTECT ALL ITEMS WITHIN CONTRACT LIMITS NOT INDICATED TO BE REMOVED. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. D.CONTACT THE LANDSCAPE ARCHITECT PRIOR TO REMOVING ANY PLANT MATERIAL NOT INDICATED TO BE PROTECTED OR REMOVED. E.CONTRACTOR TO PROVIDE ADEQUATE BARRICADES AND TRAFFIC CONTROL. COMPLY WITH REQUIREMENTS OF LOCAL JURISDICTION. F.CONTRACTOR SHALL SAW CUT ALL ASPHALT OR CONCRETE TO BE REMOVED TO THE NEAREST CONTROL JOINT WHERE PRACTICAL. SITE LAYOUT NOTES A.ALL CURB AND GUTTER DIMENSIONS ARE TO BACK OF CURB. ALL SIDEWALK DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. B.VERIFY COORDINATES PRIOR TO CONSTRUCTION C.WHEN CONTROL POINTS ARE PROVIDED THE CONTRACTOR SHALL VERIFY CONTROL POINTS PRIOR TO CONSTRUCTION. D.ALL RAMPS AND CURB RAMPS SHALL COMPLY WITH FEDERAL AND LOCAL ACCESSIBILITY STANDARDS. E.CONTRACTOR TO SUPPLY AND INSTALL ALL NECESSARY SLEEVES UNDER PAVING AND WALKS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR. F.SITE PLAN SHOWS DIAGRAMMATIC LAYOUT OF CONTROL JOINTS. UNLESS NOTED OTHERWISE EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 35' O.C. AND ADJACENT TO FIXED VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS AND BUILDINGS. G.PROPOSED SIGNAGE TO MEET LOCAL SIGN CODES. CONTRACTOR SHALL SECURE SIGN PERMITS. ALL SIGNAGE REQUIRES SEPARATE SIGN PERMIT APPROVAL FROM THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. H.THE CITY WILL NOT BE FINANCIALLY RESPONSIBLE FOR PARKING LOT PAVEMENT OR MONUMENT SIGN IF REPAIRS TO THE SANITARY SEWER REQUIRE THESE ITEMS TO BE REMOVED WITHIN THE SANITARY SEWER EASEMENT. GRADING NOTES A.ALL SPOT ELEVATIONS ARE AT THE TOP OF FINISHED SURFACES. SPOT ELEVATIONS SHOWN IN PARKING ARE AT THE BOTTOM OF CURB. ADD 6" TO COMPUTE TOP OF CURB ELEVATION. B.CONTRACTOR TO VERIFY ALL SPOT ELEVATIONS FOR POSITIVE DRAINAGE BEFORE INSTALLATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS, UNLESS OTHERWISE NOTED. ALL NEWLY GRADED GROUND SURFACES SHALL BE FINISHED TO UNIFORM GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSE AREAS OF STANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THIS REQUIREMENT TO THE LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO FINAL GRADING OPERATIONS. C.WALK CROSS SLOPE MAY NOT EXCEED 2%. RUNNING SLOPE MAY NOT EXCEED 5%. RUNNING SLOPE FOR RAMPS MAY NOT EXCEED 1:12 WITH LANDINGS THAT DO NOT EXCEED 2% IN ANY DIRECTION. D.WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN THE NEW WORK AND EXISTING WORK. PONDING AT JOINTS WILL NOT BE ACCEPTED. E.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDE WATERPROOFING WHEN BACKFILLING AGAINST EXISTING BUILDINGS. F.FINAL BERM SHAPE TO APPROVED BY LANDSCAPE ARCHITECT. G.SEE SPECIFICATIONS FOR MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS AND PLANTING BEDS. H.DEBRIS SHALL BE REMOVED AND PAVEMENT WITHIN THE RIGHT-OF-WAY SWEPT AT THE END OF EACH WORKING DAY AND PRIOR TO A RAIN EVENT. I.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISHED GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES, AND LIGHT BASES. J.SILT FENCE AND INLET PROTECTION SHALL BE MAINTAINED UNTIL ESTABLISHMENT OF PERMANENT GROUND COVER. K.GENERAL PERMIT No.2 AND COSESCO PERMITS ARE REQUIRED FOR THIS PROJECT. UTILITY GENERAL NOTES A.DEWATERING (IF REQUIRED) IS CONSIDERED AN INCIDENTAL EXPENSE. NO ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING. B.COORDINATE INSPECTIONS FOR CONNECTIONS TO PUBLIC WATER, SANITARY, AND STORM SEWER WITH THE APPROPRIATE JURISDICTIONS. C.INSTALL TEMPORARY INLET PROTECTION AROUND ALL PERMANENT STORM SEWER INLETS IN COMPLIANCE WITH LOCAL SWPPP REQUIREMENTS. D.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISH GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES AND LIGHT BASES. E.FOR PATCHING USE PAVEMENT MIX PER CITY OF WAUKEE, IA STANDARD SPECIFICATIONS F.SAWCUTTING/GRINDING SLURRY SHALL BE CONTAINED AND DISPOSED PER SUDAS. PLANTING GENERAL NOTES A.PLANT QUANTITIES IN PLANT SCHEDULE ARE FOR CONVENIENCE ONLY AND ARE NOT GUARANTEED. QUANTITIES ON PLAN WILL PREVAIL IF DISCREPANCIES OCCUR. B.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND ACCEPTANCE OF THE PROJECT. C.SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. D.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST. KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1), MOST RECENT EDITION. E.STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PLANTING. F.PLANT FIVE TREES FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO PLANTING THE REMAINING TREES ON SITE. DEMONSTRATION SHOULD ILLUSTRATE A COMPREHENSIVE UNDERSTANDING OF INFORMATION INCLUDED IN PLANTING DETAILS AND SPECIFICATIONS. G.PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR APPROVAL OF PLANT LAYOUT AND SAMPLE TREE PLANTINGS. H.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. I.SOD ALL AREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS, UNLESS OTHERWISE NOTED. J.CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3". K.SEE SPECIFICATIONS FOR PLANT MAINTENANCE AND WARRANTY REQUIREMENTS. GENERAL NOTES L001 ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 0 0 0 C O V E R / S A V E D A T E : 11 / 1 / 2 0 2 2 1 2 : 1 6 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 1 2 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 W ST S ST 1040 1040 1037 1037 1038 1039 10 3 7 1037 1036 1041 10 4 1 1041 1039 1038 1041 104 2 10 4 0 1041104 6 104 7 104 8 104 5 104 4 10 4 3 10 4 2 104 1 104 0 1040 1041 1042 1042 1043 1038 1039 103 8 103 7 103 6 10 4 1 1 0 4 0 1 0 4 1 1 0 4 0 1 0 3 7 10 3 8 1 0 3 9 10 4 0 W W W W W W W W W W W W W W W SA N SA N SA N SA N SA N W W W W W W W W 10.00' P.U.E. 10.00' PUE 10.00' PUE 10.00' PUE 5.00' GAS EX. 3 5 . 0 0 ' S A N I T A R Y SEW E R E A S E M E N T BK. 2 0 1 8 P G . 1 4 4 0 7 7.5 4 ' S.E . PA R K V I E W C R O S S I N G D R I V E 3 2 4 KEYNOTES PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER. FUTURE ENTRY DRIVE 1 2 3 4 PAVEMENT LEGEND (SITE): GRADING EXTENTS FUTURE TRAIL/SIDEWALK PCC PCC CURB AND GUTTER REMOVAL ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 1 0 0 S I T E P R E P A R A T I O N / S A V E D A T E : 11 / 1 / 2 0 2 2 2 : 2 9 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 1 3 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 SITE PREPARATION PLAN01 L100 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. L100 SITE PREPARATION PLAN 1 2 4 5 7 8 9 6 3 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING/TRAIL - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 STAMPED CONCRETE , SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK BOLLARD, SEE DETAIL 01/L501 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 08/L500 TRASH ENCLOSURE, SEE ARCHITECTURAL SHEETS TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 04/L501 & 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 02/L501 & 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 10/L501 15 MINUTE PARKING SIGN, SEE DETAIL 10/L500 EV CHARGING STATION, NIC PCC STAIRS, SEE DETAIL 09/L501 FIRE DEPARTMENT CONNECTION, SEE ARCHITECTURAL SHEETS INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 12/L501 MOUNMENT SIGNAGE, SEE ARCHITECTURAL SHEETS RETAINING WALL, SEE DETAIL 10/L501 STOP SIGN, SEE DETAIL 07/L501 TRIO BIKE RACK, SEE DETAIL GREASE INTERCEPTOR DOWNSPOUT CONNECTION, SEE DETAIL 10/L501 TOURNESOL URBAN PLANTER, UST/UCST-2400 TOURNESOL URBAN PLANTER, US/UCS-2400 20' EXPOSED FLAGPOLE, BY POLE-TECH 25' EXPOSED FLAGPOLE, BY POLE-TECH 26 27 28 29 30 PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 STAMPED CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 BOLLARD LIGHT, SEE DETAILS 05/L504 AND 06/L504 ROOF DRAIN W ST ST W W W W W W W W W W W W W W 8" WATER SA N SA N SA N SA N W W W W W W W 10.00' P.U.E. 10.00' PUE 10.00' PUE 10.00' PUE 5.00' GAS EX. 3 5 . 0 0 ' S A N I T A R Y SEW E R E A S E M E N T BK. 2 0 1 8 P G . 1 4 4 0 7 7.5 4 ' 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING EV CHARGING EV CHARGING VA N VAN S.E . PA R K V I E W C R O S S I N G D R I V E 6" SAN SERVICE (ABANDON AT THE MAIN) CORE DRILL INTO EXISTING MANHOLE & PROVIDE WATER TIGHT SEAL AT INV = 1030.20 INSTALL ROMAC CB STYLE SADDLE INV. =1029.08 EXISTING 8" SANITARY SEWER 26'-6" 26'-6"19 ' - 7 " 9'-5" 9'-0" TYP. 19 ' - 0 " TY P . 28'-0" 24 ' - 0 " 5'-4" 28 ' - 0 " 18 ' - 1 0 " 24 ' - 6 " 19 ' - 0 " 19 ' - 0 " 24 ' - 0 " 19 ' - 6 " 24'-0 " 25'-0" 24'- 0 " 9'- 0 " TY P . 63'-0" 54'-0" 54'-0" 127'-0"14'-1" 9'- 0 " TY P . 19'- 0 " T Y P . 36'-0" R 9 ' - 6 " R4'-6 " R9'- 6 " R4' - 6 " R 9 ' - 6 " R9 ' - 6 " R 4 ' - 6 " R4 ' - 6 " R 9 ' - 6 " R4'-6" R 4 ' - 6 " R24 ' - 6 " R 2 4 ' - 6 " 9'- 7 " 2'-2" 4" 2'-2" 4'-8" 19 ' - 2 " 14'-6" 93'-11" 12'-5"4'-0" 22'-10" 6'-0" 44 ' - 1 " 6' - 0 " 63 ' - 0 " 9' - 6 " 9' - 6 " 5'-1" 8' - 0 " 9' - 0 " 9' - 0 " 5'-5" 56 ' - 2 " 64 ' - 7 " 6'-0" 6'-11" R4' R4 ' 29 ' - 0 " 1 1 1 1 1 1 1 3 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 9 9 9 11 8 12 3 3 3 3 33 3 3 22 2 2 22 2 2 2 2 2 2 TYPICAL OF 3 8'-0" TY P I C A L O F 2 37 ' - 0 " 25 ' - 0 " 37 ' - 0 " 25 ' - 0 " 18 ' - 1 1 " 8' - 1 " 8'-0"100'-2" 15 ' - 6 " 9'-6"9'-6"54'-0"9'-6"14'-1"25'-0"9' - 0 " 9'-6"9'-6"8'-0"9'-6"63'-0"9'-6" 9'-6"9'-6" 9'-0" TYP.9'-0" TYP. 9'-0" TYP. 19 ' - 0 " TY P . 19 ' - 0 " TY P . 19 ' - 0 " TY P . 7' - 0 " 27'-0" 89 ' - 4 " 8' - 0 " 9' - 6 " 99 ' - 0 " 28 ' - 9 " 17'-6"6'-0"25'-9" 17'-0" 17'-0" 50'-10" 5 19'-6" 12'-5" 135'-6" 37'-10" 6' - 1 " 1 5 19'-0" TYP. 19'-0" 10'-0" 14'-0"13'-6"10'-5" 34 ' - 3 " 32 ' - 1 " 3 37 ' - 0 " 37 ' - 0 " 9'-6" 19'-8" 9'-6" R128 8 ' - 1 " R12 8 8 ' - 1 " 23'-7" 17'-6" 6'-0" R4' 17'-6" 35 ' - 6 " 9' - 6 " 2 8 ' - 1 " 5' - 4 " NO CURB, DIRECTLY OUT FROM BUILDING ENTRY, WARP CURB TO MEET 6" CURB AT END OF DRIVE 13'-6"13'-6" 37 ' - 0 " 6'-0" BUILDING WILL BE OVER 30' TALL. REQUIRES FIRE APPARATUS ROAD WITH MINIMUM WIDTH OF 26' LOCATED TO EAST OF BUILDING 20 NEW ENTRY TO MEET EXISTING ROAD 2 2 10'-0 " 9' - 0 " 5' - 0 " 9' - 0 " 127'-11" 25 ' - 6 " 3 5' - 1 1 " 5' - 0 " 10 15 16 5 5 5 5 5 5 18'-0" 1 17 19 1 4 21 22 R 4 ' - 6 " R4'-0" 5 55 13 811'-11" 5'-0" 8'-8" 14 ' - 4 " 6' - 0 " 19 ' - 3 " 7' - 4 " 16 ' - 5 " 4'-8" 6' - 0 " 6' - 0 " 27 ' - 1 0 " 35'-4" 6' - 0 " 13 ' - 6 " 6' - 0 " 15'-7" 6'-0"5 R15'-0" R5'- 0 " R16'-3" R4'-6" 1 3 ' - 4 " R 5 ' - 0 " R 4 ' - 6 " 50 ' B U I L D I N G S E T B A C K 23 14 5 8'-5" R 1 0 ' - 6 " 6'-0" 6' - 0 " 9'-7"36'-0"16'-11" 6' - 0 " 8'-0"7 7 4 7 R4'-6 " 9'-6"8'-0"36'-0"9'-0"9'-0" 8 13 09 L501 16'-3" 9 15'-0" SIGN A G E SETB A C K 24 16 4'-6"6'-0" 5' - 0 " 4' - 5 " 18 R4'- 6 " R 4 ' - 6 " R4' - 6 " R 4 ' - 6 " 5' - 0 " 4'-7" R 4 ' - 6 " R4' - 6 " 5' - 0 " 5'-0" 13 ' - 8 " R9'- 6 " 5'-0" 25 13 ' - 7 " 12'-8" 14'-1"25'-0" 19'-0 " 19'- 6 " R 4 ' - 6 " R 4 ' - 0 " 26 118'-1"32'-8" 5 3'-0" TYP. 3' - 6 " 29'-8" 8' - 0 " 6' - 0 " 8'-0" 27 27 27 27 28 27 9'-6" 13'-4" R4'-6 " R10 ' - 6 " 4' - 6 " 11 ' - 0 " 5' - 6 " 5'-6" 1'-10" 7' - 9 " 29 30 ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 2 0 0 L A Y O U T / S A V E D A T E : 11 / 1 / 2 0 2 2 2 : 2 9 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 1 3 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 L200 LAYOUT PLAN LAYOUT PLAN01 L200 20'40'10'0' SCALE:1"=20' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W ST S ST 1040 1040 1037 1037 1038 1039 1 0 3 7 1037 1036 1041 10 4 1 1041 1039 1038 1041 104 2 10 4 0 1041104 6 104 7 104 8 104 5 10 4 4 104 3 10 4 2 10 4 1 104 0 1040 1041 1042 1042 1043 1038 1039 103 8 103 7 103 6 10 4 1 1 0 4 0 1 0 4 1 1 0 4 0 1 0 3 7 1 0 3 8 10 3 9 10 4 0 W W W W W W W W W W W W W W 8" WATER SA N SA N SA N SA N W W W W W W W 10.00' P.U.E. 10.00' PUE 10.00' PUE 10.00' PUE 5.00' GAS 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING EV CHARGING EV CHARGING VA N VAN S.E . PA R K V I E W C R O S S I N G D R I V E 1037 1037 1041 1038 1041 1041 1037 1039 1041 1040 1041 1040 1039 1039 1038 1037 1037 1038 1038 1038 1040 1041 1042 1041 1041 1042 1043 1041 1040 1042 1040 1039 1039 1038 1038 1040 1041 1040 1039 1038 1038 1038 1039 1039 1041 1041 1041 1041 1041 1040 1040 1041 1041 1041 1039 1040 1039 1038 1040 1041 1041 1040 1037 1039 1039 1038 1% 1. 9 % 0.9% 1.8% 1% 1.1% FFE: 1041.68 1.29% 0.8% 1.0% 1.0% 2.4 % 2.3 % 2.0% 1. 4 % 1. 0 % 1.8 6 % 1.7 4 % 2. 3 5 % 1.6% 1. 7 % 1.8% 1.4% 1.4% 1.4% 3 . 0 % 1. 5 % 2. 4 % 1% 0.3% 3. 4 % 4.9% 0. 0 % 7. 3 3 % 1. 9 % 3.9%4.8% 4. 9 % 1. 3 % 1. 0 % 3. 5 % 5.9%4.6% 0.5% 3.37% 4.46% 2.0 % 2.0 % 2.0 % 0.8% TC 1040.66 BC 1040.16 TC/BC 1040.00 TC: 1040.54 BC: 1040.04 TC/BC 1039.94 TR: 1036.92 1037.02 TC/BC: 1039.46 TC/BC: 1039.37 TR: 1041.13 TR: 1041.22 TC/BC: 1040.73 TC/BC: 1040.82 TR: 1039.93 TR: 1039.84 TC/BC: 1037.21 TC/BC: 1036.94 TC/BC:1037.62 TC/BC:1037.69 1037.03 1036.93 1038.04 1037.94 TC: 1041.30 BC: 1040.80 1039.94 1040.03 TC:1040.60 BC:1040.10 TC/TR:1040.76 1040.92 1040.86 1041.22 1041.31 TC/TR: 1040.40 TC: 1040.30 BC:1039.80 TC/BC: 1040.68 TC/BC: 1040.77 TC/TR:1041.12 BC:1040.62 TC/TR:1041.21 1041.30 1041.21 TC/TR:1041.39 1041.30 1041.21 1038.13 1038.03 1037.12 1040.70 1040.80 TC: 1040.25 BC:1039.75 1040.35 RIM: 1037.93 PONDS: .12 RIM: 1036.36 PONDS .40 RIM:1036.93 PONDS .94 RIM: 1037.36 NO PONDING 1038.74 TC: 1040.58 BC: 1040.08 1041.35 TC 1041.35 BC 1040.85 1041.53 1041.42 1041.68 TC: 1041.35 BC: 1040.85 1040.15 1037.23 1037.87 1037.78 FOUNDATION WALL VISIBLE +/- 2.5' 1037.98 TC 1038.60 BC 1038.10 TC: 1038.40 BC: 1037.90 1041.61 1041.62 HP 1039.20 1038.70 TC 1037.95 BC 1037.45 TC: 1037.86 BC: 1037.36 1038.68 TC 1040.36 BC 1039.86 TC: 1038.64 BC: 1038.14 TC: 1038.50 BC: 1038.00 TC: 1038.48 BC: 1037.98 TC: 1038.12 BC: 1037.62 TC: 1037.26 BC: 1036.76 TC: 1037.28 BC: 1036.78 TC: 1037.19 BC: 1036.69 TC: 1037.43 BC: 1036.93 TC: 1037.24 BC: 1036.74 TC: 1037.33 BC: 1036.83 TC: 1038.25 BC: 1037.75 TC: 1037.60 BC: 1037.10 TC: 1038.50 BC: 1038.00 TC: 1038.14 BC: 1037.64 TC: 1037.90 BC: 1037.40 TC: 1038.09 BC: 1037.59 TC: 1038.89 BC: 1038.39 TC: 1038.82 BC: 1038.32 TC: 1038.01 BC: 1037.51 LP: 1037.43 TC: 1038.72 BC: 1038.22 TC: 1037.68 BC: 1037.18 1037.91 TC: 1038.80 BC: 1038.30 TC: 1039.15 BC: 1038.65 TC: 1038.84 BC: 1038.34 TC: 1038.34 BC: 1037.84 TC: 1040.23 BC: 1039.73 TC: 1039.69 BC: 1039.19 TC: 1040.53 BC: 1039.03 TC: 1039.41 BC: 1038.91 TC: 1040.34 HP/BC: 1039.84 TC: 1039.20 BC: 1038.70 TC: 1039.90 BC: 1039.50 TC: 1040.20 BC: 1039.70 TC: 1040.54 BC: 1040.04 TC: 1040.61 HP/BC: 1040.11 TC: 1040.22 BC: 1039.72 TC: 1039.83 BC: 1039.33 TC: 1039.50 BC: 1039.00 TC: 1039.65 BC: 1039.03 TC: 1040.16 BC: 1039.66 TC: 1040.35 BC: 1039.85 TC: 1040.47 BC: 1039.97 TC: 1042.46 BC: 1041.96 TC: 1042.15 BC: 1041.65 HP: 1036.76 LP: 1039.10 TC: 1041.36 BC: 1040.86 TC: 1040.98 BC: 1040.48 TC: 1041.16 BC: 1040.56TC: 1041.16 BC: 1040.66 TC: 1041.80 BC: 1041.30 TC: 1041.78 BC: 1041.28 TC: 1041.92 HP/BC: 1041.42 TC: 1040.87 BC: 1040.37 TC: 1040.85 BC: 1040.35 TC: 1040.74 BC: 1040.24 TC: 1040.64 BC: 1040.14 TC: 1040.24 BC: 1039.74 TC: 1042.10 BC: 1041.60 LP: 1038.75 LP: 1040.77 HP: 1041.05 1039.85 1041.52 1039.21 1038.401038.20 1038.08 1038.18 1038.12 1038.54 1038.54 1038.59 TC/BC 1041.35 1037.55 1037.741037.341037.40 TC 1041.67 BC 1041.17 1039.79 TC: 1040.59 BC:1040.09 TC 1041.52 BC 1041.02 1039.60 1037.87 1037.28 1042.76 1042.85 1042.23 1042.33 1041.72 1041.82 1041.16 1041.26 1040.60 1040.70 1040.04 1040.14 1039.48 1039.58 1038.92 1039.02 1038.36 1038.46 M.E. ±1036.25 M.E. ±1036.08 TR: 1036.82 1036.92 1040.19 TC/BC 1041.35 1041.68 1041.68 1041.68 1041.68 1041.68 1041.68 1041.68 1041.68 TC 1041.32 BC 1040.82 TC 1041.22 BC 1040.72 TC 1041.01 BC 1040.51 TC: 1039.51 BC: 1039.01 1039.58 HP 1039.09 1038.72 TS 1041.59 BS 1038.59 1041.68 TS 1041.62 BS 1038.62 1037.81 TC: 1037.57 BC: 1037.07 1037.69 TC: 1037.86 BC: 1037.36 1041.31 1041.26 1041.56 1041.55 1041.46 TW: 1041.56 FS:1041.40 FG:1040.91 TW:1042.06 FS:1041.56 FG:1039.89 TW: 1042.06 FG:1041.56 FS: 1040.04 1040.87 1041.47 TC: 1041.45 BC: 1040.95 RIM:1041.54 PONDS .01 1041.36 RIM: 1041.44 PONDS .01 1038.62 1041.59 1041.26 1039.62 TC:1039.47 BC:1038.97 1038.05 TC: 1041.11 BC: 1040.61 1041.50 1041.53 1041.17 1041.38 1041.57 1041.08 1041.15 1041.23 1041.68 1041.11 1041.681041.68 1039 1041.68 1041.68 1041.68 1041.68 1041.68 1041.68 1041.40 1041.68 1041.68 TC: 1042.42 BC: 1041.92 TC: 1041.89 BC: 1041.39 1041.11 1041.50 1041.491040.96 1040.96 1041.45 1038.75 COURTYARD OVERFLOW 1041.32 1041.54 1041.51 1041.31 1041.26 1041.59 1041.59 1041.47 1041.35 1039.92 1041.64 1041.21 1.6% TC 1040.12 BC 1039.62 1.0% TC/BC:1041.35 1. 0 % 1. 0 % 1038.72 1041.10 1041.02 1041.21 TC/BC: 1040.74 TC/BC: 1040.83 1040.98 2. 3 % 2. 3 % 1041.551041.60 1041.361041.43 1041.05 TC: 1041.65 BC: 1041.15 1041.56 1041.68 2.3 % 1.0% 1041.54 1041.66 1041.61 1041.49 TC: 1039.97 BC: 1039.47 04 L601 01 L601 02 L601 03 L601 05 L601 06 L601 0.8% 1041.12 0. 8 % 0. 3 % 1% 0. 3 % 0.8% 0.3% 1041.44 1. 4 % 2. 0 % 2. 0 % 1. 7 % 2. 0 % 2. 0 % 0. 7 % 3. 7 % 0.4% 2. 0 % 1.8% 1. 0 % 0.8% 2.0% 1. 0 % 1040.81 1. 0 % 1.0% 1.6% 1041.48 1.9% 0. 0 % 2.0% 1. 8 % 1039.59TW: 1042.18 FG:1041.68 FS: 1041.25 2. 0 % 2.0% 0% 1.5% 4. 2 % 1. 1 % 2.0% 0. 8 % 1038.470. 5 % 1041.651041.66 0.3% 0.3% 1% 1% 0.5% 0.5% 0 . 5 % 1038.78 0.9% 1038.94 1038.63 RIM: 1036.33 PONDS .43 TC:1041.52 BC:1040.60 1040.47 1040.85 1. 5 % 1. 3 % RIM:1040.76 PONDS .06 1. 9 % 1038.10 2. 0 % 2.8% 1.0% 1037.82 1. 0 % 1038.00 TC/BC: 1041.26 TC/BC: 1041.76 TC/BC: 1041.35TC:1042.01 BC:1041.51 2.4% 1. 6 % TC: 1042.19 BC: 1041.69 1041.26 TC: 1042.53 BC: 1042.03 1041.64 0.7% 2. 1 % 0.6% TC: 1042.12 BC: 1041.62 1.0% 1.0% 8.0% 8.0% 1. 3 % 1. 3 % 1. 7 % TC: 1037.64 BC: 1037.14 TC: 1038.26 BC: 1037.76 TC: 1040.30 BC: 1039.80 TC: 1037.86 BC: 1037.36 TC: 1038.62 BC: 1038.12 1041.46 1041.03 TC: 1038.34 BC: 1037.84 RIM: 1039.55 NO PONDING 1038.70 1038.54 0.8% 0.3% 3. 4 % 7. 3 3 % 3.9% 4. 9 % 1.0% 2.3 % 3. 7 % 1. 0 % 1.0% 1.0% 2.0% 0 . 5 % 0.9% TC/BC: 1041.85 1. 2 % 1. 5 % 2. 9 % 0. 9 % TC: 1039.36 BC: 1038.86 TC: 1037.61 BC: 1037.11 ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 3 0 0 G R A D I N G / S A V E D A T E : 11 / 1 / 2 0 2 2 3 : 0 6 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 1 3 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 GRADING PLAN01 L300 20'40'10'0' SCALE:1"=20' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. ABBREVIATIONS TC: TOP OF CURB BC: BOTTOM OF CURB TR: TOP OF RAMP BR: BOTTOM OF RAMP FFE: FINISHED FLOOR ELEVATION LP: LOW POINT HP: HIGH POINT M.E.: MEET EXISTING F.S.: FINISHED SURFACE TS: TOP OF STAIRS TOF: TOP OF FOUNDATION TW: TOP OF WALL BW: BOTTOM OF WALL TOR: TOP OF RAILING L300 GRADING PLAN W ST S ST W W W W W W W W W W W W W W 8" WATER SA N SA N SA N SA N SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1037.00 +/- INV = 1029.70 165 LF 18" RCP @ 0.80% 120 LF 18" RCP @ 0.69% 93 LF 15" RCP @ 1.00% 99 LF 21" RCP @ 1.00% 99 LF 21" RCP @ 1.00% 80 LF 24" RCP @ 1.00% SW 501 INTAKE # 9 W/ TYPE Q CASTING GR. = 1036.53 INV S =1032.59 INV N = 1032.69 SW 501 INTAKE # 10 W/ TYPE R CASTING GR. = 1039.55 INV S =1033.52 INV NW = 1034.00 INV E = 1033.90 SW 501 INTAKE # 17 W/ TYPE Q CASTING GR. = 1037.36 INV W =1030.98 INV N & E = 1031.10 SW 512 INTAKE # 18 W/ SW-604 TYPE 4B CASTING RIM = 1036.03 INV =1032.03 MAKE CONNECTION @INV=1032.13 SW 501 INTAKE # 16 W/ TYPE Q CASTING GR. = 1036.36 INV W = 1029.89 INV E = 1029.99 SW 501 INTAKE # 15 W/ TYPE Q CASTING GR. = 1036.33 INV S = 1028.80 INV E = 1028.90 W W W W W W W 8" WATER 8" WATER 8" WATER SW 401 MH # 8A TEMP. BLOWOFF CC7 W-TOP ELEV = 1034.27 W-BOP ELEV = 1033.61 ST-TOP ELEV = 1035.37 ST-BOP ELEV = 1034.37 CC9 BOTTOM 12" RCP= 1031.29 TOP OF WATER= 1029.79 10.00' P.U.E. 10.00' PUE 10.00' PUE 10.00' PUE 5.00' GAS 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING EV CHARGING EV CHARGING VA N VAN CONNECT @ ELEV. = 1032.13 116 LF 12" N-12 @ 1.00% NYLOPLAST MH RIM= 1040.04 INV S = 1033.29 INV N & E = 1033.39 8 LF 8" N-12 @ 1.00% 98 LF 12" N-12 @ 1.00% CLEAN OUT 6" FIRE 4" DOMESTIC 6" SAN SERVICE @ 8.00% INV. = 1034.20 CC BOTTOM 18" = 1032.59 TOP 6" = 1031.59 CC BOTTOM 18" = 1031.72 TOP 6" = 1030.72 49LF 6" N-12 @ 5.40% INV = 1036.90 INSERTA TEE @ INV = 1034.25 6" SAN SERVICE @ 5.20% INV. = 1037.01 S.E . PA R K V I E W C R O S S I N G D R I V E SW 512 INTAKE W/ SW-604 TYPE 4B CASTING RIM = 1041.54 INV =1036.94 SW 512 INTAKE W/ SW-604 TYPE 4B CASTING RIM = 1041.44 INV S = 1036.30 INV N = 1036.40 SW 401 MH RIM = INV SW =1034.48 INV E = 1035.45 INV N = 1035.55 18 LF 12" RCP @ 3.00% 25 LF 12" RCP @ 3.00% 92 LF 12" RCP @ 3.00% CONNECT TO EXISTING INTAKE @ INV = 1032.69 264 LF 12" RCP @ 1.40% SW 501 INTAKE # 19 W/ TYPE R CASTING GR. = 1039.54 INV(S) =1034.82 INV(E) = 1034.92 6" SAN SERVICE (ABANDON AT THE MAIN) 45 LF 12" RCP @ 2.00% SW 501 INTAKE # 10 A W/ TYPE R CASTING GR. = 1040.76 INV =1034.90 CLEAN OUT INV. = 1034.37 CORE DRILL INTO EXISTING MANHOLE & PROVIDE WATER TIGHT SEAL AT INV = 1030.20 INSTALL ROMAC CB STYLE SADDLE INV. =1029.08 EXISTING 8" SANITARY SEWER GREASE INTERCEPTOR, SEE MECHANICAL PLANS DOWN SPOUT CONNECTION FIRE RISER ROOM 150' RADIUS HYDRANT COVERAGE DOWN SPOUT CONNECTION 150' RADIUS HYDRANT COVERAGE 150' RADIUS HYDRANT COVERAGE ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 3 0 0 G R A D I N G / S A V E D A T E : 11 / 1 / 2 0 2 2 3 : 0 6 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 1 2 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 UTILITIES PLAN01 L301 20'40'10'0' SCALE:1"=20' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. ABBREVIATIONS TC: TOP OF CURB BC: BOTTOM OF CURB TR: TOP OF RAMP BR: BOTTOM OF RAMP FFE: FINISHED FLOOR ELEVATION LP: LOW POINT HP: HIGH POINT M.E.: MEET EXISTING F.S.: FINISHED SURFACE TS: TOP OF STAIRS TOF: TOP OF FOUNDATION TW: TOP OF WALL BW: BOTTOM OF WALL TOR: TOP OF RAILING L301 UTILITIES PLAN ABBREVIATIONS TC: TOP OF CURB BC: BOTTOM OF CURB TR: TOP OF RAMP BR: BOTTOM OF RAMP FFE: FINISHED FLOOR ELEVATION LP: LOW POINT HP: HIGH POINT M.E.: MEET EXISTING F.S.: FINISHED SURFACE TS: TOP OF STAIRS BS: BOTTOM OF STAIRS TOF: TOP OF FOUNDATION RIM: RIM ELEVATION SYMBOL LEGEND OVERFLOW ROUTE W ST S ST 10.00' P.U.E. 10.00' PUE 10.00' PUE 10.00' PUE 5.00' GAS EX. 3 5 . 0 0 ' S A N I T A R Y SEW E R E A S E M E N T BK. 2 0 1 8 P G . 1 4 4 0 7 7.5 4 ' 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING EV CHARGING EV CHARGING VA N VAN S.E . PA R K V I E W C R O S S I N G D R I V E 6" SAN SERVICE (ABANDON AT THE MAIN) CORE DRILL INTO EXISTING MANHOLE & PROVIDE WATER TIGHT SEAL AT INV = 1030.20 INSTALL ROMAC CB STYLE SADDLE INV. =1029.08 EXISTING 8" SANITARY SEWER 1037 1037 1041 1038 1041 1041 1037 1037 1041 1040 1041 1040 1039 1039 1038 1037 1037 1038 1038 1038 1040 1041 1042 1043 1041 1041 1042 1043 1041 1040 1042 1040 1039 1039 1038 1038 1040 1041 1040 1039 1038 1038 1038 1039 1039 1041 1041 1041 1041 1041 1040 1040 1041 1041 1041 1039 1040 1039 1038 1040 1041 1041 1040 1037 1039 1040 1039 1038 HP: 1036.70 HP: 1036.76 RIM: 1036.36 PONDS .40 RIM:1036.93 PONDS .59 RIM: 1039.55 NO PONDING RIM: 1037.36 PONDS .34RIM: 1036.33 PONDS .43 RIM: 1040.76 PONDS: .06 HP: 1040.12 HP: 1036.70HP: 1036.76 RIM:1041.54 PONDS .01 RIM: 1041.44 PONDS .01 HP: 1037.52 ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ P O N D I N G E L E V A T I O N S / S A V E D A T E : 11 / 1 / 2 0 2 2 3 : 0 6 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 0 9 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 PONDING ELEVATIONS01 L302 20'40'10'0' SCALE:1"=20' L302 PONDING ELEVATIONS GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W ST S ST W W W W W W W W W W W W W W 8" WATER SA N SA N SA N SA N 93 LF 15" RCP @ 1.00% 99 LF 21" RCP @ 1.00% 99 LF 21" RCP @ 1.00% 80 LF 24" RCP @ 1.00% SW 501 INTAKE # 17 W/ TYPE Q CASTING GR. = 1037.36 INV W =1030.98 INV N & E = 1031.10 SW 512 INTAKE # 18 W/ SW-604 TYPE 4B CASTING RIM = 1036.03 INV =1032.03 MAKE CONNECTION @INV=1032.13 SW 501 INTAKE # 16 W/ TYPE Q CASTING GR. = 1036.36 INV W = 1029.89 INV E = 1029.99 SW 501 INTAKE # 15 W/ TYPE Q CASTING GR. = 1036.33 INV S = 1028.80 INV E = 1028.90 W W W W W W W SW 401 MH # 8A 10.00' P.U.E. 10.00' PUE 10.00' PUE 10.00' PUE 5.00' GAS 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING EV CHARGING EV CHARGING VA N VAN 6" FIRE 4" DOMESTIC S.E . PA R K V I E W C R O S S I N G D R I V E ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 3 0 0 G R A D I N G / S A V E D A T E : 11 / 1 / 2 0 2 2 3 : 0 6 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 2 7 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 EROSION AND SEDIMENT CONTROL PLAN01 L303 20'40'10'0' SCALE:1"=20' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. ABBREVIATIONS TC: TOP OF CURB BC: BOTTOM OF CURB TR: TOP OF RAMP BR: BOTTOM OF RAMP FFE: FINISHED FLOOR ELEVATION LP: LOW POINT HP: HIGH POINT M.E.: MEET EXISTING F.S.: FINISHED SURFACE TS: TOP OF STAIRS TOF: TOP OF FOUNDATION TW: TOP OF WALL BW: BOTTOM OF WALL TOR: TOP OF RAILING L303 EROSION AND SEDIMENT CONTROL PLAN LEGEND SILT FENCE W ST W W W W W W W W W W W W W WWWWWWWWW W W W W W W W W W W 8" WATER SA N SA N SA N SA N ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W ST-BOP ELEV = 1034.37 CC9 BOTTOM 12" RCP= 1031.29 TOP OF WATER= 1029.79 W W W W W W W W 10.00' P.U.E. 10.00' PUE 10.00' PUE 10.00' PUE 5.00' GAS EX. 3 5 . 0 0 ' S A N I T A R Y SEW E R E A S E M E N T BK. 2 0 1 8 P G . 1 4 4 0 7 7.5 4 ' 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING EV CHARGING EV CHARGING VA N VAN S.E . PA R K V I E W C R O S S I N G D R I V E 6" SAN SERVICE (ABANDON AT THE MAIN) CORE DRILL INTO EXISTING MANHOLE & PROVIDE WATER TIGHT SEAL AT INV = 1030.20 INSTALL ROMAC CB STYLE SADDLE INV. =1029.08 EXISTING 8" SANITARY SEWER SITE VISION TRIANGLE 1-QM 2-AS 3-AG 1-TA 2-AS 3-AS 3-CC 3-CC 1-QB 1-AG 1-LL 5-CS 2-NS 3-AS 1-AR 3-TA 2-AR 1-TA 2-LT 2-LT 2-LT 1-LT 2-LT 2-LT 1-NS 1-TA 4-VJ 1-BM 1-GB 1-NS 1-NS 1-NS 1-NS 1-NS 2-GB 1-NS 4-WW 2-CC 1-PP 4-FC 3-BM 1-PM 1-BM 1-PM 1-PP 1-PS 4-PS 2-PG 4-WW 3-PB 1-AA 1-HI 4-PB 1-PB 3-FG 1-TA 1-PM 2-BM 1-AA 1-GD 2-PJM 3-PJM 2-ML 3-RL 3-RL 2-OL 3-OL 5-HB 3-HB 3-HA 5-HA 4-HQ 3-NB 1-NB 1-NB 3-NB 2-YD 2-YD 3-VJ 3-VJ 11-NB 2-VJ 2-VJ 7-YD 4-VJ 1-PB 1-LL 1-MS 4-NB 2-HQ 4-NB 1-NS 2-NS 3-NB 3-NB 3-FG 04 L503 TYP. 04 L503 TYP. 08 L503 TYP. 08 L503 TYP. 03 L503 TYP. 03 L503 TYP. 03 L503 TYP. 06 L503 TYP. 2-PL 06 L503 TYP. 07 L503 TYP. 07 L503 TYP. 07 L503 TYP. SITE VISION TRIANGLE 1-TA 3-AS 3-CC 3-CC 2-NS 3-AS 1-AR 3-TA 2-AR 1-TA 2-LT 2-LT 2-LT 1-LT 2-LT 2-LT 1-NS 1-TA 1-BM 1-GB 1-NS 1-NS 1-NS 1-NS 1-NS 2-GB 1-NS 4-WW 2-CC 1-PP 4-FC 3-BM 1-PM 1-BM 1-PM 1-PP 1-PS 4-PS 2-PG 4-WW 3-PB 1-AA 1-HI 4-PB 1-PB 1-TA 1-PM 1-BM 1-GD 1-PB 1-NS 2-NS PLANTING PLAN- TREES01 L400 20'40'10'0' SCALE:1"=20' ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 4 0 0 P L A N T I N G - A L O F T / S A V E D A T E : 11 / 1 / 2 0 2 2 2 : 2 8 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 1 0 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 L400 PLANTING PLAN- TREES SYMBOL LEGEND OVERSTORY STREET TREE PARKING LOT ISLAND OVERSTORY TREE OPEN SPACE OVERSTORY TREE EVERGREEN TREE ORNAMENTAL / UNDERSTORY TREE SHRUB LANDSCAPE REQUIREMENTS STREET TREE PLANTING: 195 LF OF FRONTAGE 195 LF X 1 TREE / 40LF = 5 STREET TREES REQUIRED 5 STREET TREES PROVIDED (ONE TREE SPACE OCCUPIED BY PUBLIC STREET LIGHT) PARKING LOT ISLANDS 17 OVERSTORY TREE/ISLAND REQUIRED 18 OVERSTORY TREE/ISLAND PROVIDED RIGHT OF WAY BUFFER 195 LF OF FRONTAGE 195 X 2 OVERSTORY TREES / 50 LF =7.80 OVERSTORY TREES REQUIRED 9 OVERSTORY TREES PROVIDED 195 LF X 8 SHRUBS / 50 LF = 31.20 SHRUBS REQUIRED 40 SHRUBS PROVIDED OPEN SPACE REQUIREMENTS: LOT AREA = 129,113 SF (2.96 ACRES) 20% REQUIRED OPEN SPACE (25,822.60 SF) 31.75% PROVIDED OPEN SPACE (40,998.90 SF) OPEN SPACE PLANTING REQUIREMENTS: 1.5 OVERSTORY TREE, .5 UNDERSTORY TREE AND TWO SHRUBS PER 1,000 SF OF REQUIRED OPEN SPACE. SHRUBS PROVIDED: 63 TREES PROVIDED: 67 OVERSTORY = 15 = 22% UNDERSTORY = 29 = 43% EVERGREEN = 23 = 34% ≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN ≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORY OVERSTORY TREES: 25,822.60 SF X 1.5/1,000 SF = 38.73 OVERSTORY TREES REQUIRED 38 OVERSTORY TREES PROVIDED UNDERSTORY TREES: 25,822.60 SF X .5/1,000 SF= 12.91 UNDERSTORY TREES REQUIRED 29 UNDERSTORY TREES PROVIDED SHRUBS:25,822.60 SF X 2/1,000 SF = 51.64 SHRUBS REQUIRED 63 SHRUBS PROVIDED GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. HATCH LEGEND SOD (18,890 SF) MULCH PLANTING BED (11,046 SF) PLANT SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS OVERSTORY TREES AR 3 Acer rubrum 'Franksred' RED SUNSET RED MAPLE RED SUNSET 2.0" CAL.B&B SPECIMEN QUALITY AS 5 Acer saccharum SUGAR MAPLE 2.0" CAL.B&B SPECIMEN QUALITY BM 7 Betula nigra 'Heritage'HERITAGE RIVER BIRCH 2.0" CAL.B&B MULTI-STEM CS 5 Catalpa speciosa NORTHERN CATALPA 2.0" CAL.B&B SPECIMEN QUALITY GD 1 Gymnocladus dioica KENTUCKY COFFEETREE 2.0" CAL.B&B SPECIMEN QUALITY GB 3 Ginkgo biloba GINKGO 2.0" CAL.B&B SPECIMEN QUALITY LT 11 Liriodendron tulipifera TULIPTREE 2.0" CAL.B&B SPECIMEN QUALITY NS 10 Nyssa sylvatica TUPELO 2.0" CAL.B&B SPECIMEN QUALITY TA 6 Tilia americana 'Redmond'REDMOND AMERICAN LINDEN 2.0" CAL.B&B SPECIMEN QUALITY UNDERSTORY TREES PB 9 Acer griseum PAPERBARK MAPLE 8' HT.B&B MULTI-STEM AA 1 Amelanchier arborea JUNEBERRY 8' HT.B&B MULTI-STEM CC 2 Cercis canadensis EASTERN REDBUD 8' HT.B&B MULTI-STEM HI 1 Hamamelis x intermediate 'Arnold Promise'ARNOLD PROMISE WITCH HAZEL 8' HT.B&B MULTI-STEM EVERGREEN TREES FC 4 Chamaecyparis obtusa 'Gracilis'SLENDER HINOKI FALSE CYPRESS 6' HT.B&B AS SHOWN ON PLAN PG 2 Picea glauca WHITE SPRUCE 6' HT.B&B AS SHOWN ON PLAN WW 8 Picea glauca 'Pendula'WEEPING WHITE SPRUCE 6' HT.B&B AS SHOWN ON PLAN PM 3 Pinus mugo MUGO PINE 6' HT.B&B AS SHOWN ON PLAN CB 27 Picea pungens 'Glauca'COLORADO BLUE SPRUCE 6' HT.B&B AS SHOWN ON PLAN PP 2 Pinus ponderosa PONDEROSA PINE 6' HT.B&B AS SHOWN ON PLAN PS 5 Pinus strobus EASTERN WHITE PINE 6' HT.B&B AS SHOWN ON PLAN W ST W W W W W W W W W W W W W WWWWWWWWW W W W W W W W W W W 8" WATER SA N SA N SA N SA N ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W ST-BOP ELEV = 1034.37 CC9 BOTTOM 12" RCP= 1031.29 TOP OF WATER= 1029.79 W W W W W W W W 10.00' P.U.E. 10.00' PUE 10.00' PUE 10.00' PUE 5.00' GAS EX. 3 5 . 0 0 ' S A N I T A R Y SEW E R E A S E M E N T BK. 2 0 1 8 P G . 1 4 4 0 7 7.5 4 ' 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING EV CHARGING EV CHARGING VA N VAN S.E . PA R K V I E W C R O S S I N G D R I V E 6" SAN SERVICE (ABANDON AT THE MAIN) CORE DRILL INTO EXISTING MANHOLE & PROVIDE WATER TIGHT SEAL AT INV = 1030.20 INSTALL ROMAC CB STYLE SADDLE INV. =1029.08 EXISTING 8" SANITARY SEWER SITE VISION TRIANGLE 04 L503 TYP. 04 L503 TYP. 08 L503 TYP. 08 L503 TYP. 03 L503 TYP. 03 L503 TYP. 03 L503 TYP. 06 L503 TYP. 06 L503 TYP. 07 L503 TYP. 07 L503 TYP. 07 L503 TYP. SITE VISION TRIANGLE 4-VJ 3-FG 2-PL 5-SH 4-CJ 4-SH 4-MR 4-RH 2-PJM 3-PJM 2-ML 3-RL 3-RL 2-OL 3-OL 5-HB 2-HB 3-HA 5-HA 4-HQ 7-EL 3-RS 9-EP 11-HF 15-SH 5-PD 3-NB 2-RW 15-SH 13-SH 9-SH 1-NB 1-NB 29-EP 9-BE 9-BE 9-BE 9-BE 9-RG 6-RG 17-SH 8-PD 3-NB 2-PD 13-SH 7-SH 5-RG 24-CA 2-YD 2-YD 3-VJ 3-VJ 11-NB 2-VJ 2-VJ 7-YD 4-VJ 5-AD11-SH 3-PD 4-NB 10-PD 13-SH 3-RG 6-PD 4-RW 5-BE 3-RG 8-PD 6-AD 2-HQ 2-HF 3-HC 3-AF 3-FS 3-AF 4-HC 5-FS 3-AD4-EW 3-HC 3-AD 3-UC 5-FS 3-HF 4-EW 5-AV3-UC 4-HC 2-UC 6-CB 7-FS 3-EL 3-EW 6-HC 4-AV 4-UC 7-CB 5-AF 3-AD5-EL 2-EL 3-FS 2-CB 4-HF 6-AV 4-CB 3-AD 1-EW1-UC 3-HF 3-KT 8-CB 8-FS 2-HC 2-HF 4-UC 54-LB 40-LB 13-SH 17-SH 2-PD 4-NB 6-PD 4-BE 3-BE 2-PD 2-PD 3-BE 3-RG 3-RG 3-RG 5-RG 9-EP 5-SH 5-SH 9-EP 5-RG 8-RW 3-NB 7-RW 4-RW 3-RW 4-RW 5-RG 5-RG 8-RW 6-RG 4-RW 4-RW 5-MR 5-PD 2-RW 6-PD 4-MR 3-RG 6-BE 3-PD 5-PD 3-RG 15-SH 5-PD 3-NB 2-RW 15-SH 4-RW 4-RW 5-MR 5-PD 2-RW 6-PD 4-MR 3-FG4-SH 4-SH 7-MR 6-RH 7-CJ 10-PV 3-AF 2-AV 1-AD 2-AD 10-LB 10-LB PLANTING PLAN- SHRUBS AND PRENNIALS01 L401 20'40'10'0' SCALE:1"=20' SYMBOL LEGEND OVERSTORY STREET TREE PARKING LOT ISLAND OVERSTORY TREE OPEN SPACE OVERSTORY TREE EVERGREEN TREE ORNAMENTAL / UNDERSTORY TREE SHRUB GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 4 0 0 P L A N T I N G - A L O F T / S A V E D A T E : 11 / 1 / 2 0 2 2 3 : 2 2 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 2 4 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 L401 PLANTING PLAN- SHRUBS AND PRENNIALS HATCH LEGEND SOD (18,890 SF) MULCH PLANTING BED (11,046 SF) PLANT SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS PERENNIALS AD 26 Aruncus dioicus GOAT'S BEARD AF 14 Astilbe x arendsii 'Fanal'ASTILBE 'FANAL'#1 CONT.AS SHOWN ON PLAN FS 31 Astilbe x arendsii 'Federsee'ASTILBE 'FEDERSEE'#1 CONT.AS SHOWN ON PLAN AV 14 Astilbe chinensis 'Visions'CHINESE ASTILBE #1 CONT.AS SHOWN ON PLAN CJ 11 Coreopsis 'Jive'JIVE COREOPSIS MR 11 Coreopsis 'Mercury Rising'COREOPSIS MERCURY RISING #1 CONT.1'-6" TRIANGULAR SPACING EP 56 Echinacea purpurea 'PAS702917'POWWOW WILD BERRY CONEFLOWER CB 27 Heuchera americana 'Berry Smoothie"BERRY SMOOTHIE CORAL BELLS #1 CONT.AS SHOWN ON PLAN HC 22 Heuchera americana 'Citronelle'CITRONELLE CORAL BELLS #1 CONT.AS SHOWN ON PLAN EL 16 Heuchera 'Electric Lime'ELECTRIC LIME CORAL BELLS #1 HF 24 Heuchera 'Fire Chief'FIRE CHIEF CORAL BELLS #1 EW 12 Hosta 'Empress Wu'EMPRESS WU HOSTA #1 KT 3 Hosta King Tut KING TUT HOSTA #1 UC 17 Hosta 'Pineapple Upsidedown Cake'PINEAPPLE UPSIDEDOWN CAKE HOSTA #1 CONT.AS SHOWN ON PLAN PL 2 Paeonia lactiflora PEONY #1 RS 3 Pervoskia atriplicifolia RUSSIAN SAGE #1 PD 138 Penstemon digitalis Husker Red HUSKER RED BEARDTONGUE #1 BE 57 Phlox subulata 'Blue Emerald'BLUE CARPET PHOX #1 RW 51 Phlox subulata 'Red Wings'RED WINGS CREEPING PHLOX #1 RH 10 Rudbeckia hirta BLACK-EYED SUSAN #1 RG 55 Sedum hybrid ROCK 'N GROW 'BACK IN BLACK STONECROP #1 GRASSES CA 24 Calamagrostis x acutiflora 'Karl Foerster'KARL FOERSTER GRASS #1 PV 1 Panicum virgatum 'Shenandoah'SHENANDOAH RED SWITCHGRASS #3 CONT.AS SHOWN ON PLAN LB 114 Schizachyrium scoparium 'Blue Paradise"LITTLE BLUESTEM 'BLUE PARADISE' SH 200 Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT.2'-0" O.C. PLANT SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS DECIDUOUS SHRUBS YD 11 Cornus sericea 'Flaviramea'YELLOW TWIG DOGWOOD #3 CONT 5'-0" O.C. FG 9 Fothergilla gardenii DWARF FOTHERGILLA #3 CONT.3'-0" O.C. HA 8 Hydrangea arborescens SMOOTH HYDRANGEA #3 HQ 6 Hydrangea quercifolia OAKLEAF HYDRANGEA #3 NB 32 Physocarpus opulifolius 'Ruby Spice'RUBY SPICE NINEBARK #3 VJ 18 Viburnum juddii JUDD FRAGRANT VIBURNUM #3 EVERGREEN SHRUBS HB 7 Juniperus chinensis 'Hetxii Glauca'HETZ BLUE JUNIPER OPEN BRANCHED POMPON SHAPE (TOPIARY) RL 6 Rhododendron 'Lemon Lights'LEMON LIGHTS AZALEA #3 CONT.3'-0" O.C. ML 2 Rhododendron 'Mandarin Lights'MANDARIN LIGHTS AZALEA #3 OL 5 Rhododendron 'Orchid Lights'ORCHID LIGHTS AZALEA #3 PJM 5 Rhododendron 'PJM Compacta'COMPACT PJM RHODODENDRON #3 6" 4" CAST IN PLACE PCC PAVING COMPACTED AGGREGATE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS. 5" 4" NOTE: REFER TO LAYOUT PLAN FOR PAVING TYPE LOCATION. CAST-IN-PLACE PCC PAVING. COMPACTED AGGREGATE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS. 7" 4" NOTE: REFER TO LAYOUT PLAN FOR PAVING TYPE LOCATION. CAST-IN-PLACE PCC PAVING. COMPACTED AGGREGATE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS NOTE: REFER TO LAYOUT PLAN FOR PAVING TYPE LOCATION. 7" 4" NOTE: REFER TO LAYOUT PLAN FOR PAVING TYPE LOCATION. CAST-IN-PLACE PCC PAVING. REPETITIVE 8"x4" STACKED BRICK BOND, NO OVERLAY. MATCH SPECIFIED COLOR. COMPACTED AGGREGATE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS 1/8" T T/ 4 " T = THICKNESS OF PAVEMENT LINE OF FRACTURE TOP OF CONCRETE PAVEMENT SAWCUT JOINT USING WALK BEHIND SAW TO ENSURE STRAIGHT CUTS COMPACTED SUBGRADE JOINT SEALANT AS SPECIFIED T NOTE: T= SLAB THICKNESS, SEE LAYOUT PLAN JOINT FILLER 1/2" 1/ 2 " COMPACTED AGGREGATE 1/ 2 T 1/ 4 " T = THICKNESS OF PAVEMENT NOTE: LOCATE REINFORCED EXPANSION JOINTS WHERE INDICATED ON PLAN. EXPANSION JOINT FILLER WITH 1 4" RECESS TOP OF CONCRETE PAVEMENT JOINT SEALANT AS SPECIFIED 1 2" Ø x 18" STEEL DOWEL AT 2'-0" O.C. W / EXPANSION SLEEVE SEALANT 1/2" 5/ 8 " NOTE: PLACE ISOLATION JOINTS BETWEEN CONCRETE AND BUILDING FOUNDATION AND ALL FIXED OBJECTS FACE OF STRUCTURE JOINT SEALANT AS SPECIFIED TOP OF CONCRETE PAVEMENT 1 2" EXPANSION FILLER SEALANT 8"1'-0" NEW PAVING EXISTING PAVING #4 DEFORMED TIE REBAR @ 2'-6" O.C. 1'-8" 'T ' NOTE: 1. 'T'=THICKNESS (THICKNESS VARIES, SEE LAYOUT PLAN FOR TYPE AND THICKNESS.) 2. SUBGRADE TREATMENT VARIES, SEE TYPICAL SECTION PER TYPE. TYPICAL SAWCUT DRILL AND EPOXY IN PLACE 1/ 2 T EXPANSION JOINT FILLER WITH 1 4" RECESS TOP OF CONCRETE PAVEMENT 1/ 4 " JOINT SEALANT AS SPECIFIED 1 2" Ø x 18" STEEL DOWEL AT 2'-0" O.C. W / EXPANSION SLEEVET = THICKNESS OF PAVEMENT NOTE: LOCATE REINFORCED EXPANSION JOINTS WHERE INDICATED ON PLAN. 1"=1' REINFORCED EXPANSION JOINT TYPE 1 PCC, SEE DETAIL 01/L500 NOTE: SEE GRADING PLAN FOR SLOPE DIRECTION AND ELEVATION AT THE BOTTOM OF CURB. 6" 6" 4" 5" ADJACENT PAVEMENT, REFERENCE LAYOUT SHEETS FOR TYPE EXPANSION JOINT, SEE DETAIL 12/L500 COMPACTED AGGREGATE SUBBASE, AS SPECIFIED1' - 2 " INTEGRAL CURB 3 4"=1' 10" 7" COMPACTED SUBGRADE, 95% PROCTER AS REQUIRED BY GEOTECHNICAL REPORT ADJACENT SURFACE VARIES, SEE LAYOUT PLAN. #4 x 2'-0" REBAR @ 30" O.C. 1/4" SAW CUT FILLED WITH JOINT SEALANT, SEE DETAIL 15/L500 ADJACENT PAVING VARIES, SEE LAYOUT PLAN EXPANSION JOINT, TYP. SEE DETAIL 12/L500 PCC CURB AND GUTTER REINFORCED EXPANSION JOINT, SEE DETAIL 13/L500 PCC PAVIING SEE DETAIL 03/L500 1' - 0 " R 1 ' - 0 " R 6 " 6"6" #4 REBAR @ 30" O.C. 2'-6"1'-0"1'-0" 6"R1"R2" 6" COMPACTED AGGREGATE SUBBASE, 95% PROCTER, AS REQUIRED BY GEOTECH REPORT, TO EXTEND MIN 6" PAST BACK OF CURB. 2'-6"6" 3" COMPACTED AGGREGATE 6"1'-0" 1'-2" 6"R1"R2" 6" SUBGRADE PREPARED FOR GEOTECHNICAL RECOMMENDATIONS PLANTING VARIES, SEE DETAILS #4 x 2'-0" REBAR @ 30" O.C. 1/4" SAW CUT FILLED WITH JOINT SEALANT. SEE DETAIL 15/L500. SEE LAYOUT PLAN FOR ADJACENT PAVING TYPE PCC CURB AND GUTTER COMPACTED AGGREGATE SUBBASE, 95% PROCTER, AS REQUIRED BY GEOTECH REPORT, TO EXTEND MIN 6" PAST BACK OF CURB. 2'-6"6" 4 1/2" 3" WHITE LETTERING BLUE BACKGROUND INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE CONCRETE BASE 12" 18 " FINISH GRADE WHITE LETTERING BLUE BACKGROUND 2"X2" STEEL POST, BLACK 12" 42 " 60 " M I N . 1'-0" 1 1 / 2 " 1' - 6 " 2" 60 " M I N . O R 7 2 " W H E N SI G N I S L O C . I N P E D . PA T H 5 7 / 8 " 1" M I N . 3' - 2 " 3" M I N . C L R . VA R I E S 3' - 6 " M I N . 9' - 6 " 10" TEMPORARY LOADING ZONE SIGN, PER MUTCD SIGN TYPE R7-2, WITH NO PARKING 2AM TO 6AM, (FIELD DRILL MOUNTING HOLES INTO POST) 2" SQUARE STEEL PIPE, PRIME AND PAINT BLACK (TO BE INSTALLED BY CONTRACTOR) WEEP HOLE EXPANSION JOINT, SEE DETAIL 06/L6.01 CONCRETE WALK CONCRETE ENCASEMENT TO BE INSTALLED BY CONTRACTOR SECTION: TYPE 1 PCC (WALK) - TYP.01 L500 1-1/2" = 1-0" SECTION: TYPE 2 PCC (PARKING) - TYP.02 L500 1-1/2" = 1-0" SECTION: TYPE 3 PCC (DRIVES) - TYP.03 L500 1-1/2" = 1-0" SECTION: STAMPED CONCRETE04 L500SECTION: STANDARD PCC CURB AT PCC08 L500 SECTION: REINFORCED EXPANSION JOINT07 L500 SECTION: STANDARD PCC CURB AT SOD06 L500 SECTION: INTEGRAL CURB & GUTTER05 L500SECTION: ROLL CURB AT PCC09 L500 15 MINUTE LOADING PARKING SIGNAGE10 L500 SECTION: SAW CUT JOINT - TYP.11 L500 SECTION: EXPANSION JOINT - TYP.12 L500 SECTION: REINFORCED EXPANSION JOINT13 L500 SECTION: ISOLATION JOINT - TYP.14 L500 SECTION: COLD JOINT - TYP.15 L500 SECTION: ADA PARKING SIGNAGE16 L500 ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 5 0 0 S I T E D E T A I L S / S A V E D A T E : 11 / 1 / 2 0 2 2 2 : 2 8 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 1 1 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 L500 SITE DETAILS 18 ' - 0 " TY P . P A R K I N G S P A C E , SE E S I T E P L A N F O R LA Y O U T 5'-0"9'-0" 2" 9'-0" 8. 3 3 % MA X 10 % MA X 1 0 % M A X 6' - 6 " 6'6'6' INTERNATIONAL ACCESSIBILITY SYMBOL, PAINT WHITE CONFORM TO SUDAS STANDARDS ACCESSIBLE PARKING SIGN, TYP. SEE DETAIL 17 / L500 ALIGNED O.C. TO PARKING STALL WITH TOP OF RAMP 4' - 0 " 6" 4' - 0 " 1'-0" 6" DIA. GALVANIZED STEEL POST, PAINTED YELLOW FILL W/ CONCRETE, CROWN CAP ISOLATION JOINT 14" DIA. CONCRETE FTG. #4 HOOPED BARS @ 8" O.C. (6) #4 VERTICAL BARS, SPACED EVENLY 6" MAX 8.33% SLOPE EXPANSION JOINT #4 X 1'-6" SLIP DOWEL WITH EXPANSION TUBE, CENTER IN CONCRETE, 2'-0" O.C. HEAVY BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL DETECTABLE WARNING PAVER, AS SPECIFIED. TO ALIGN WITH BACK OF CURB #4 x 1'-6" SLIP DOWEL WITH EXPANSION TUBE, CENTER IN CONCRETE, 2'-0" O.C MEETS EXISTING ROAD PAVEMENT PCC THICKENED EDGEPROPOSED GROUND CAP STORM PIPE AND EXTEND DOWNSPOUT INTO PIPE COVER PROPOSED DOWNSPOUT (SIZE:SEE ARCH PLANS) EXTERIOR WALL SLAB FLOOR PROPOSED FOUNDATION WALL DE P T H P E R P L A N S 6" N-12 HDPE STORM SEWER AT MIN. 8 ±1.00% (LOCATIONS PER ARCH PLAN) 4" MIN. 1-1/2" DIA. STAINLESS STEEL HANDRAIL 6" 3' - 0 " 10 5 / 8 " 1'-0" TYP 6" TY P PCC WALK PAVING, TYPE 1 1'-0" MIN. 1'-6" 6" 3' - 6 " 8" 8" 3' 1'-0" (1 TREAD DEPTH MIN.)3' - 0 " T Y P . PCC WALK PAVING, TYPE 1 1/4" SLOPE E Q E Q 2" MIN TYP. 8 " 3' - 6 " #4 @ 12" O.C. E.W. CLEAN, FREE DRAINING AGG. PREPARED SUBGRADE #4 x 3'-0" BENT BARS @ 12" O.C.EMBEDDED HANDRAIL POST, MIN 6" DEPTH. SET POST IN NON-SHRINK GROUT, SLOPE TO DRAIN #4 @ 12" O.C. E.W. #4 NOSING BAR AT EACH TREAD ISOLATION JOINT 1% TYPE 1 PCC, TYP.; EXPANSION JOINT AT WALL CONNECTION, THICKENED EDGE 6" SUBDRAIN WRAP W/ NON-WOVEN GEOTEXTILE FABRIC. 1'-0" PCC WALL; COLOR: REFER TO SPECIFICATIONS FOR COLOR 1' - 0 " #4 @ 12" O.C. EACH WAY, EACH FACE VA R I E S S E E GR A D I N G P L A N 3' - 6 " M I N . 6" 6" TOP OF WALL 1041.56REINFORCED EXPANSION JOINT. SEE DETAIL 07/L500 LANDSCAPE AREA. SEE PLANTING PLAN FOR DETAILS RA M P 6' - 0 " M I N VARIES, REFER TO LAYOUT PLAN 12"12" BACK OF CURB FACE OF CURB DETECTABLE WARNING SURFACE MIN 2' DEPTH, MATCH WIDTH OF RAMP, ALIGN TO BACK OF CURB, TYP. LA N D I N G 4' - 0 " M I N . 8. 3 3 % M A X RAMP 6'-0" MIN. LANDING 4'-0" MIN. 1'-0"1'-8" DETECTABLE WARNING SURFACE MIN. 2' WIDTH, MATCH WIDTH OF RAMP ALIGN TO BACK OF CURB, TYP. EXPANSION JOINT, SEE DETAIL 08/L500 RETURN CURB RETURN CURB RAMP 3 8"=1' 04 L501 NOTE: FORMS+SURFACES TRIO BIKE RACK; INSTALLED PER MANUFACTURERS SPECIFICATIONS NO. SKTRO-TD PCC PAVEMENT TYPE 1, REFER TO DETAIL 01/L501 FRONT SIDE 7' - 0 " T O B O T T O M O F S I G N 2.5" PERFORATED SQUARE TUBING TRIANGULAR SLIP BASE ASSEMBLY, 3-BOLT CONNECTION, EQUALLY SPACED ON A 6" DIAMETER BOLT CIRCLE CONNECTION PER MANUFACTURER RECOMMENDATION SINGLE HEAVY DUTY 3" SQUARE NON-PERFORATED BREAKAWAY ANCHOR INSERT SLIP BASE INTO ANCHOR SLEEVE PER MANUFACTURER RECOMMENDATION 1'-6" DIA. X 3'-0" DEPTH, CONCRETE FOOTING, 2,500 PSI @ 28 DAYS 3' - 0 " 3. 7 5 " M A X 1'-6" 3' - 0 " A N C H O R SL E E V E NOTES: 1.SHIM AS REQUIRED PER MANUFACTURER RECOMMENDATION TO TAKE UP TOLERANCE BETWEEN SLIP BASE STUB AND ANCHOR SLEEVE. 2.GALVANIZE PIPE AASHTO M111 3.PAINT PIPE WITH ONE SHOP COAT AND ONE FIELD COAT OF ZINC RICH BASED PAINT AND ONE FIELD COAT OF ALUMINUM PAINT. 4.CONFORM STEEL PIPE TO THE REQUIREMENTS OF ASTM A 53 TYPE E OR S, GRADE B. 5.SUBMIT SHOT DRAWINGS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO FABRICATION. SIGN TYPE PER PLAN, GRADE REFLECTIVE SIGN, ATTACHED TO PERFORATE SQ. TUBING WITH TWO (2) 5/16" DIA. HEX HEAD BOLT, PLATE WASHER, LOCK WASHER AND NUT. 8.33% MAX 1.5% MAX 6'-0" RAMP 8'-0" LANDING 6'-0" RAMP BUILDING RAMP SLOPE 8.33% MAX. RAMP SLOPE 8.33% MAX LANDING SLOPE 1.5% 6" TALL & WIDE RETAINING WALL 96 ' - 0 " ' BACK OF CURB FACE OF CURB SIDEWALKSIDEWALK 1.5% MAX 1.5% MAX NOTE: PARALLEL RAMP WILL NEED TO BE ALIGNED IN ACCORDANCE WITH BUILDING STOOP. PLAN: PERPENDICULAR ACCESS RAMP03 L501 SECTION: RETURN CURB ADA RAMP04 L501 PLAN: RETURN CURB ADA RAMP05 L501 SECTION: RETAINING WALL10 L501 SECTION: STOP SIGN07 L501 SECTION: PROTECTIVE BOLLARD01 L501 SECTION: PERPENDICULAR ACCESS RAMP02 L501SECTION:DOWNSPOUT CONNECTION06 L501 SECTION: PCC STAIR WITH RAILING09 L501 SUDAS TYPE A DRIVEWAY STANDARD DETAILS13 L501 ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 5 0 0 S I T E D E T A I L S / S A V E D A T E : 11 / 1 / 2 0 2 2 2 : 2 8 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 0 9 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 L501 SITE DETAILS SECTION & PLAN: TRIO BIKE RACK08 L501 PARALLEL ACCESS RAMP11 L501 FLAGPOLE BY POLE TECH12 L501 8" M I N I M U M 2" UNDISTURBED SOIL DISCED SUBGRADE TOPSOIL SOIL FROM CUTTING SOD PREPARED SUB GRADE TOPSOIL, 12" MIN. DEPTH HARDWOOD MULCH (3" MIN.) 3" NOTE: X = DISTANCE SPECIFIED WITHIN PLANT SCHEDULE Y = DISTANCE 'X' MULTIPLIED BY .866 PREPARED SUBGRADE PLANTING SOIL MIX MULCH SHRUB OR PERENNIAL X X 3" 8" MI N I M U M MAINTAIN OR CREATE A TERMINAL BUD ON A CENTRAL LEADER REMOVE CROSSOVER BRANCHES REMOVE OR CUT BACK CO-DOMINANT AND POTENTIALLY CO-DOMINANT LEADERS THIN TIGHTLY SPACED BRANCHES WH E R E B R A N C E S A R E A D J A C E N T T O W A L K S AN D O R T R E E S A R E P L A C E D A S S T R E E T TR E E S , L I M B B R A N C E S T O A 6 ' - 7 ' H T . (M A I N T A I N P R O P E R A N S I C R O W N P R O P O R T I O N S ) 6" 2" SEE PLANTING PLAN FOR SPECIES AND LOCATION 3" SHREDDED BARK MULCH, AS SPECIFIED. TOPSOIL COMPACTED SUB GRADE, AS SPECIFIED. 6" DEEP NATURAL EDGE. SHREDDED BARK MULCH IS TO REMAIN 2" BELOW TOP OF ADJACENT SURFACE, REFER TO LAYOUT FOR MATERIAL TYPE. EVERGREEN TREE ARBOR TIE STAKING WIRE STEEL FENCE POST 3" DEPTH SHREDDED CEDAR BARK MULCH FINISH GRADE SCARIFY SIDES AND BOTTOM OF PLANTING PIT PLANTING SOIL MIX UNDISTURBED SOIL 3 TIMES ROOT BALL DIA. STAKING ORIENTATION NORTH NORTH 2 STAKES - 3" CAL. & LESS 3 STAKES - GREATER THAN 3" CAL. PLANT TREES ABOVE OR AT SAME GROUND LEVEL THEY WERE GROWN IN AT THE NURSERY REMOVE TOP 1/3 OF BURLAP, WIRE, ROPE, AND BASKET FROM ROOTBALL STAKING ORIENTATION STAKING WIRE TREE WRAP 2 STAKES - 3" CALIPER AND LESS 3 STAKES - GREATER THAN 3" CALIPER NORTH NORTH 3 TIMES ROOTBALL DIAMETER PRUNE DEAD OR DAMAGED BRANCHES ARBOR TIE OR EQUIVALENT STEEL FENCE POST TRUNK FLARE, SEE DETAIL 03/L501 FOR ROOTBALL PLANTING DEPTH 3" DEPTH SHREDDED HARDWOOD MULCH, DO NOT PLACE MULCH AGAINST TRUNK CUT AND REMOVE ALL CORDS, WIRE, & BURLAP COVERING FROM ROOT BALL PRIOR TO INSTALLATION SCARIFY SIDES AND BOTTOM OF PLANTING PIT PLANTING SOIL BACKFILL COMPACTED SOIL BESIDE & UNDER ROOT BALL UNDISTURBED SOIL SECTION: SOD01 L502 SECTION: PLANTING BED02 L502 SECTION: SPADE CUT LANDSCAPE EDGING03 L502 SECTION: OVERSTORY TREE PLANTING04 L502 SECTION: TREE PRUNING05 L502 SECTION: SHRUB OR PERENNIAL PLANTING06 L502 SECTION: CONIFEROUS TREE PLANTING07 L502 ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 5 0 0 S I T E D E T A I L S / S A V E D A T E : 11 / 1 / 2 0 2 2 2 : 2 8 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 1 2 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 L502 PLANT DETAILS 1" CHAMFER, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. 6" 6" EXPANSION JOINT, SEE DETAIL 12/L500 TYPE 1 PCC, SEE DETAIL 01/L500 CONDUIT CENTER IN FOOTING #4 REBAR, TYP. 4" 5' - 0 " 6" CAST-IN-PLACE PCC FOOTING PEDESTRIAN LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: SLVT2-LK, LARGENT TYPES: 4W & 4W HEIGHT: 14' COLOR: GLOSS BLACK SEE ELECTRICAL PLANS FOR TYPE 1" CHAMFERED EDGE 1" CHAMFERED EDGE, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. 3' - 0 " CONDUIT CENTER IN FOOTING #4 REBAR, TYP. 6" CAST-IN-PLACE PCC FOOTING 2'-0" PLAN ℄ 2'-0" 2' - 0 " EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINT, SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES TYPE 2 PCC SEE DETAIL 02/L500 2'-0" 6" EXPANSION JOINT, SEE DETAIL 12/L500 TYPE 1 PCC, SEE DETAIL 01/L500 4" 6" 1" CHAMFER, TYP. 2' - 0 " M I N . ℄ ℄ PLAN 5' - 0 " 1" CHAMFERED EDGE, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. 3' - 0 " CONDUIT CENTER IN FOOTING #4 REBAR, TYP. CAST-IN-PLACE PCC FOOTING AREA LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: ALT120, ALTITUDE LED TYPES: I, II, IV & V HEIGHT: 25' COLOR: LIGHT GREY SEE ELECTRICAL PLANS FOR TYPE 2'-0" AREA LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: ALT120, ALTITUDE LED TYPES: I, II, IV & V HEIGHT: 25' COLOR: LIGHT GREY SEE ELECTRICAL PLANS FOR TYPE 1" CHAMFER, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. CONDUIT CENTER IN FOOTING #4 REBAR, TYP. PEDESTRIAN LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: SLVT2-LK, LARGENT TYPES: 4W & 4W HEIGHT: 14' COLOR: GLOSS BLACK SEE ELECTRICAL PLANS FOR TYPE 1" CHAMFERED EDGE 5' - 0 " 6" 2'-0" 6" COMPACTED BACKFILL COMPACTED BACKFILL COMPACTED BACKFILL CAST-IN-PLACE PCC FOOTING COMPACTED BACKFILL 5' - 0 " PLAN ℄ 2'-0" 2' - 0 " EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINT, SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES TYPE 2 PCC SEE DETAIL 02/L500 PLAN ℄ 2'-0" 2' - 0 " EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINT, SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES TYPE 2 PCC SEE DETAIL 02/L500 EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINTS TYP. SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES ADJACENT WALK 2'-0" 2' - 0 " ADJACENT CURB ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 5 0 4 L I G H T I N G D E T A I L S / S A V E D A T E : 7/ 2 6 / 2 0 2 2 3 : 1 0 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 0 9 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 LIGHTING DETAILS L503 SECTION: AREA LIGHT IN PARKING LOT, TYP.01 L504 N.T.S. SECTION: AREA LIGHT IN LANDSCAPE, TYP.02 L504 N.T.S. SECTION: PEDESTRIAN LIGHT IN PAVEMENT, TYP.03 L504 N.T.S. SECTION: PEDESTRIAN LIGHT IN LANDSCAPE, TYP.04 L504 N.T.S. W ST S ST W W W W W W W W W W W W W W WWWWWWWWW W W W W W W W W W W 8" WATER SA N SA N SA N SA N ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W W W W 10.00' P.U.E. 10.00' PUE 10.00' PUE 10.00' PUE 5.00' GAS EX. 3 5 . 0 0 ' S A N I T A R Y SEW E R E A S E M E N T BK. 2 0 1 8 P G . 1 4 4 0 7 7.5 4 ' 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING 15 MINUTE CHECK-IN PARKING EV CHARGING EV CHARGING VA N VAN S.E . PA R K V I E W C R O S S I N G D R I V E 6" SAN SERVICE (ABANDON AT THE MAIN) CORE DRILL INTO EXISTING MANHOLE & PROVIDE WATER TIGHT SEAL AT INV = 1030.20 INSTALL ROMAC CB STYLE SADDLE INV. =1029.08 EXISTING 8" SANITARY SEWER 1037 1037 1041 1038 1041 1041 1037 1039 1041 1040 1041 1040 1039 1039 1038 1037 1037 1038 1038 1038 1040 1041 1042 1041 1041 1042 1043 1041 1040 1042 1040 1039 1039 1038 1038 1040 1041 1040 1039 1038 1038 1038 1039 1039 1041 1041 1041 1041 1041 1040 1040 1041 1041 1041 1039 1040 1039 1038 1040 1041 1041 1040 1037 1039 1039 1038 1.7 4 % 2. 3 5 % 1.8% 04 L601 01 L601 02 L601 03 L601 05 L601 06 L601 1. 2 % 04 L601 01 L601 02 L601 03 L601 05 L601 06 L601 L600 SIDEWALK RAMP PLAN OVERVIEW SIDEWALK RAMP PLAN OVERVIEW01 L600 20'40'10'0' SCALE:1"=20' ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 6 0 0 S I D E W A L K R A M P D E T A I L S / S A V E D A T E : 11 / 1 / 2 0 2 2 3 : 2 5 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 2 6 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 TC/BC:1037.62 TC/BC:1037.69 1038.04 1037.94 1038.13 1038.03 1.0% 1. 5 % 1. 5 % 1.0% 1.0% 4. 8 % 2. 9 % TR: 1036.92 1037.02 TC/BC: 1037.21 TC/BC: 1036.94 1037.031036.93 1037.12 0.7% 0. 0 1 % 1.0% 1. 5 % 0. 0 1 % 1.8% 0. 0 1 % TC/BC: 1039.46 TC/BC: 1039.37 TR: 1039.93 TR: 1039.84 1039.94 1040.03 7.2% 1.6%7.2% 1. 5 % 1. 5 % 1. 5 % 1.6% 1041 TC: 1041.30 BC: 1040.80 TC/BC: 1040.68 TC/BC: 1040.77 TC/TR:1041.12 BC:1040.62 TC/TR:1041.21 1041.30 1041.21 TC/TR:1041.39 1041.30 1041.21 TC/BC: 1040.74 TC/BC: 1040.83 5.9% 4.9% 1. 5 % 1. 5 % 5.9% 1. 5 % 1. 5 % 1.5% 1.5% 1. 5 % 1.4%4.8% 1. 5 % 1.4% TR: 1041.13 TR: 1041.22 TC/BC: 1040.73 TC/BC: 1040.82 1041.22 1041.31 4. 0 % 1. 5 % 4. 7 % 1. 5 % 1.5% 1.5% 1.5% 1041 1040 TC 1040.66 BC 1040.16 TC/BC 1040.00 TC: 1040.54 BC: 1040.04 TC/BC 1039.94 TC:1040.60 BC:1040.10 TC/TR:1040.76 1040.92 1040.86 TC: 1040.30 BC:1039.80 1040.701040.80 TC: 1040.25 BC:1039.75 1040.35 4. 0 % 1. 0 % 1.66% 1.66% 1. 0 % 1.66% 1.66% 1.66% 1.0% 4. 0 % 1. 0 % 1. 0 % 7. 3 % 7. 3 % 1. 0 % 1. 0 % 1.66% 3. 3 % 3. 3 % L601 SIDEWALK RAMP DETAILS SIDEWALK RAMP DETAIL01 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL02 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL03 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL04 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL05 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL06 L601 SCALE: 1"=5' ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K E E , I O W A COPYRIGHT © 2022 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 3 9/27/22 SITE PLAN RESUBMITTAL #2 4 11/1/2022 SITE PLAN RESUBMITTAL #3 5 10/21/2022 ADDENDUM #1 6 11/1/2022 SITE PLAN RESUBMITTAL #3 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 4 _ W a u k e e E n t . D i s t r i c t - H o t e l H 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l 2 4 x 3 6 \ L 6 0 0 S I D E W A L K R A M P D E T A I L S / S A V E D A T E : 11 / 1 / 2 0 2 2 3 : 0 2 P M B Y : md i e r k s / P L O T D A T E : 11 / 1 / 2 0 2 2 3 : 1 1 P M B Y : Ma d i s o n D i e r k s LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 VA N TU R N - A R O U N D ST A L L VA N PROPERTY LINE PROPE R T Y L I N E PROPERTY LINE VE N U E L I M I T S O F C O N S T R U C T I O N VE N U E L I M I T S O F C O N S T R U C T I O N VENUE LIMITS OF CONSTRUCTION VE N U E L I M I T S O F C O N S T R U C T I O N VE N U E L I M I T S O F C O N S T R U C T I O N VENUE LIMITS OF CONSTRUCTION 50' BUILDING SETBACK A2A1 S.E . ES K E R R I D G E D R I V E S.E . PA R K V I E W C R O S S I N G D R I V E BU I L D I N G A BU I L D I N G B BU I L D I N G C BU I L D I N G F BU I L D I N G G BU I L D I N G H BU I L D I N G I BU I L D I N G E S E A S H W O R T H R O A D 15 M I N U T E CH E C K - I N PA R K I N G 15 M I N U T E CH E C K - I N PA R K I N G 15 M I N U T E CH E C K - I N PA R K I N G EV CH A R G I N G EV CH A R G I N G VAN VE N U E R5 R7 R8 R1 0 R9 EA S E M E N T L I N E EA S E M E N T L I N E ℄ VA N S.E . PA R K V I E W C R O S S I N G D R I V E H1 NO R T H 0' 30' 60'120'240' SCALE: 1"=60' Fi l e L o c a t i o n : H : \ P r o j e c t s \ 2 0 2 1 \ 1 2 1 - 0 1 6 T h e Q u a r t e r S i t e P l a n n i n g \ 0 . 0 - P l a n s \ E 0 . 1 / S A V E D A T E : 1 0 / 3 1 / 2 0 2 2 1 2 : 0 0 P M B Y : z i m m e r m a n d / P L O T D A T E : 1 0 / 3 1 / 2 0 2 2 1 2 : 0 5 P M B Y : D a k o t a Z i m m e r m a n Fi l e L o c a t i o n : H : \ P r o j e c t s \ 2 0 2 1 \ 1 2 1 - 0 1 6 T h e Q u a r t e r S i t e P l a n n i n g \ 0 . 0 - P l a n s \ E 0 . 1 / S A V E D A T E : 1 0 / 3 1 / 2 0 2 2 1 2 : 0 0 P M B Y : z i m m e r m a n d / P L O T D A T E : 1 0 / 3 1 / 2 0 2 2 1 2 : 0 5 P M B Y : D a k o t a Z i m m e r m a n Fi l e L o c a t i o n : H : \ P r o j e c t s \ 2 0 2 1 \ 1 2 1 - 0 1 6 T h e Q u a r t e r S i t e P l a n n i n g \ 0 . 0 - P l a n s \ E 0 . 1 / S A V E D A T E : 1 0 / 3 1 / 2 0 2 2 1 2 : 0 0 P M B Y : z i m m e r m a n d / P L O T D A T E : 1 0 / 3 1 / 2 0 2 2 1 2 : 0 5 P M B Y : D a k o t a Z i m m e r m a n CONFLUENCE PROJECT # ######## KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C ## # # # # # # # # # # COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 3 09/27/22 SITE PLAN RESUBMITTAL #2 ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : H : \ P r o j e c t s \ 2 0 2 1 \ 1 2 1 - 0 1 6 T h e Q u a r t e r S i t e P l a n n i n g \ 0 . 0 - P l a n s \ E 0 . 1 / S A V E D A T E : 1 0 / 3 1 / 2 0 2 2 1 2 : 0 0 P M B Y : z i m m e r m a n d / P L O T D A T E : 1 0 / 3 1 / 2 0 2 2 1 2 : 0 5 P M B Y : D a k o t a Z i m m e r m a n LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 ELECTRICAL SITE PLAN E100 ELECTRICAL SITE PLAN E100 ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION 1 07/26/22 SITE PLAN SUBMITTAL 2 09/06/22 SITE PLAN RESUBMITTAL #1 4 11/01/22 SITE PLAN RESUBMITTAL #3 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Center drive/parking 1.5 fc 3.0 fc 0.1 fc 30.0:1 15.0:1 NE parking 2.4 fc 6.4 fc 0.9 fc 7.1:1 2.7:1 NW Parking Lot 3.3 fc 7.1 fc 0.1 fc 71.0:1 33.0:1 SE Parking 1.9 fc 4.4 fc 0.4 fc 11.0:1 4.8:1 SW Parking 2.8 fc 8.6 fc 0.2 fc 43.0:1 14.0:1 SW Parking #2 2.7 fc 4.4 fc 1.6 fc 2.8:1 1.7:1 SW Roadways 2.3 fc 4.1 fc 0.0 fc N/A N/A West Center Parking 2.7 fc 4.6 fc 1.7 fc 2.7:1 1.6:1 West Parking Lot 2.5 fc 6.1 fc 0.2 fc 30.5:1 12.5:1 EAST PARKING AREA 1.1 fc 8.9 fc 0.0 fc N/A N/A WEST PARKING LOT 1.2 fc 7.8 fc 0.0 fc N/A N/A Description Label Catalog Number Description Lamp Number Lamps Lumens Per Lamp Light Loss Factor Wattage S2 ALT4P35-300L4K-FGL ALTITUDE C-70-CRI DATA SHOWN IS ABSOLUTE. 1 30534 0.9 343.5 S3 ALT5P35-300L4K-FGL ALTITUDE C-70-CRI DATA SHOWN IS ABSOLUTE. 1 30579 0.9 344.2 S1 ALT2P35-300L4K-FGL ALTITUDE C-70-CRI DATA SHOWN IS ABSOLUTE. 1 30445 0.9 343.1 S4 SLVT2-72L-335-4K7-4W LARGENT 2.0 C-70-CRI DATA SHOWN IS ABSOLUTE. 1 8494 0.9 75.5 S5 SLVT2-72L-335-4K7-5W LARGENT 2.0 C-70-CRI DATA SHOWN IS ABSOLUTE. 1 8237 0.9 75.5 B N/A FLQ-SW-P-30-HB-90-1.4 1 70 0.9 1.34 S2A ALT4P35-300L4K-FGL- NFO ALTITUDE C-70-CRI DATA SHOWN IS ABSOLUTE. 1 27100 0.9 342.2 NO R T H 0' 30' 60'120'240' SCALE: 1"=60' ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-04 KE E T O W N L O O P - A L O F T H O T E L WA U K E E H O T E L , L L C WA U K K E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 07/26/22 SITE PLAN SUBMITTAL ARCHITECT RAMAKER & ASSOCIATES 855 COMMUNITY DRIVE SAUK CITY, WI 53583 PH: (608) 643-4100 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER BLUESTONE 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : H : \ P r o j e c t s \ 2 0 2 1 \ 1 2 1 - 0 1 6 T h e Q u a r t e r S i t e P l a n n i n g \ 0 . 0 - P l a n s \ E 0 . 2 / S A V E D A T E : 7 / 2 1 / 2 0 2 2 4 : 3 7 P M B Y : B u h r r / P L O T D A T E : 7 / 2 1 / 2 0 2 2 4 : 4 6 P M B Y : R y a n B u h r LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 PHOTOMETRIC PLAN E200 3 09/27/22 2 09/06/22 SITE PLAN RESUBMITTAL #1 4 11/01/22 SITE PLAN RESUBMITTAL #3 SITE PLAN RESUBMITTAL #2 FIBER CEMENT PANEL - NICHIHA - MATCH COLOR: ALOF-01-2745 - WHITE; LYMESTONE HDP FINISH FIBER CEMENT PANEL - NICHIHA - MATCH COLOR:ALOF-06-2745S - DARK GRAY W/STRATOTONE HIGH PERFORMANCE COLORANT; REFLECTIT METALLIC FINISH COATING OVER LYMESTONE HDP FIBER CEMENT PANEL - (AT WINDOWS) - NICHIHA - MATCH COLOR: ALOF-05-1085S - BLUE W/STRATOTONE HIGH PERFORMANCE COLORANT OVER ALOF-01-2745 - WHITE; DEMANDIT SMOOTH PAINT COATING OVER LYMESTONE HDP FIBER CEMENT PANEL - (AT WINDOWS) - NICHIHA - MATCH COLOR: ALOF-07-1085S - PINK W/ STRATOTONE HIGH PERFORMANCE COLORANT OVER ALOF-01-2745; LYMESTONE FINISH FIBER CEMENT PANEL - (AT ROOF ACCENT WALL) - NICHINA - COLOR: CUSTOM COLOR (PANTONE MATCHING SYSTEM BLUE # 2905; NATIONAL ACCOUNT NO ALOF-01-1353 FIBER CEMENT PANEL - NICHIHA, VINTAGE WOOD, COLOR: CEDAR FIBER CEMENT PANEL - EQUITONE US, EQUITONE LINEA, COLOR: LT20 EXTERIOR MATERIALS LEGEND FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" 1 1 1 1 3 4 4 4 4 4 4 5 5 6 7 7 1' - 2 " 5' - 7 3 / 4 " 9' - 4 1 / 2 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 15 ' - 7 3 / 4 " 11 BEYOND FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" 1 1 1 3 5 53 11 10 TYP 1' - 2 " 5' - 7 3 / 4 " 9' - 4 1 / 2 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 15 ' - 7 3 / 4 " FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" ORNAMENTAL ROOF FEATURE BEYOND PORTE COCHERE BEYOND NORTH WING BEYOND11 3 6 11 1' - 2 " 5' - 7 3 / 4 " 9' - 4 1 / 2 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 15 ' - 7 3 / 4 " WEST EXTERIOR MATERIALS PERCENTAGES 13,257 TOTAL WALL AREA 9,872 FIBER CEMENT PANELS 74%3,385 GLASS / GLAZING 26%0 HM DOORS 0% NORTH 6,260 5,321 85%825 13%114 2% SOUTH 5,436 4,439 82%997 18%0 0% EAST 1 2,436 2,246 92%463 19%27 1% EAST 2 3,516 3,124 89%293 8%99 3% EAST 3 7,937 5,684 72%2,253 28%0 0% WEST 13,257 9,872 74%3,385 26%0 0% WEST 13,257 9,872 74%3,385 26%0 0% NORTH CY 2,725 2,065 76%660 24%0 0% SOUTH CY 3,652 2,689 74%918 25%45 1% POOL 957 558 58%399 42%0 0% TOTALSTOTALS 46,17646,176 35,99835,998 78%78%10,19310,193 22%22%285285 1%1% SHEET NUMBER PROJECT NUMBER SHEET TITLE PROJECT LOCATION PROJECT OWNER PROJECT TITLE ISSUE PHASE DATE ISSUED Th i s d o c u m e n t c o n t a i n s c o n f i d e n t i a l o r p r o p r i e t a r y i n f o r m a t i o n of R a m a k e r . N e i t h e r t h i s d o c u m e n t n o r t h e i n f o r m a t i o n h e r e i n i s t o b e r e p r o d u c e d , d i s t r i b u t e d , u s e d o r d i s c l o s e d e i t h e r i n w h ol e o r i n p a r t e x c e p t a s a u t h o r i z e d b y R a m a k e r . © C o p y r i g h t 2 0 2 1 - R a m a k e r - A l l r i g h t s r e s e r v e d Au t o d e s k D o c s : / / 5 5 0 4 7 - A l o f t - W a u k e e I A / 5 5 0 4 7 - A R H - A L O F T - W A U K E E- I A - R 2 0 2 2 . r v t 9/ 2 6 / 2 0 2 2 9 : 2 5 : 0 2 A M CITY - A201 EXTERIOR ELEVATIONS 55047 WAUKEE HOTEL, LLC ALOFT HOTELS BY MARRIOTT - 126 UNIT 4-STORIES 09/15/2022 DR A W N B Y : C J W CH E C K E D B Y : K H PROGRESS SET WAUKEE, IA EXTERIOR KEY NOTES KEYNOTEKEYNOTE TAGTAG DESCRIPTIONDESCRIPTION 1 METAL COPING 3 CLEAR ANODIZED ALUMINUM LOUVERS, TYP ALL LOUVERS 4 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL 5 GLAZING 6 INTERNALLY ILLUMINATED FRANCHISE SIGN, PROVIDE BLOCKING AS REQUIRED 7 BUILDING EXPANSION JOINT 8 GUESTROOM PTACS AT FIRST FLOOR ROOF TO BE 6" HIGHER THAN TYPICAL HEIGHT 9 GUESTROOM PTACS AT FIRST FLOOR ROOF TO BE 12" HIGHER THAN TYPICAL HEIGHT 10 GROUND MECHANICAL UNIT -SEE MECHANICAL; SEE LANDSCAPE FOR SCREENING 11 PLATFORM MOUNTED MECHANICAL PREFINISHED METAL SCREEN - SEE SPECS 12 SCUPPER TO DOWNSPOUT - TIE INTO STORM SEWER SCALE: 3/32" = 1'-0"1 WEST EXTERIOR ELEVATION SCALE: 3/32" = 1'-0"2 NORTH EXTERIOR ELEVATION SCALE: 3/32" = 1'-0"3 SOUTH EXTERIOR ELEVATION REV DATE FIBER CEMENT PANEL - NICHIHA - MATCH COLOR: ALOF-01-2745 - WHITE; LYMESTONE HDP FINISH FIBER CEMENT PANEL - NICHIHA - MATCH COLOR:ALOF-06-2745S - DARK GRAY W/STRATOTONE HIGH PERFORMANCE COLORANT; REFLECTIT METALLIC FINISH COATING OVER LYMESTONE HDP FIBER CEMENT PANEL - (AT WINDOWS) - NICHIHA - MATCH COLOR: ALOF-05-1085S - BLUE W/STRATOTONE HIGH PERFORMANCE COLORANT OVER ALOF-01-2745 - WHITE; DEMANDIT SMOOTH PAINT COATING OVER LYMESTONE HDP FIBER CEMENT PANEL - (AT WINDOWS) - NICHIHA - MATCH COLOR: ALOF-07-1085S - PINK W/ STRATOTONE HIGH PERFORMANCE COLORANT OVER ALOF-01-2745; LYMESTONE FINISH FIBER CEMENT PANEL - (AT ROOF ACCENT WALL) - NICHINA - COLOR: CUSTOM COLOR (PANTONE MATCHING SYSTEM BLUE # 2905; NATIONAL ACCOUNT NO ALOF-01-1353 FIBER CEMENT PANEL - NICHIHA, VINTAGE WOOD, COLOR: CEDAR FIBER CEMENT PANEL - EQUITONE US, EQUITONE LINEA, COLOR: LT20 EXTERIOR MATERIALS LEGEND FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" 1 BUILDING BEYOND ORNAMENTAL ROOF FEATURE BEYOND BUILDING BEYOND 1 6 BUILDING BEYOND 15 ' - 7 3 / 4 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 9' - 4 1 / 2 " 5' - 7 3 / 4 " 1' - 2 " 111212 11 11 11 1FIRE DEPARTMENT CONNECTION -BY FIRE PROTECTION CONTRACTOR FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" SOUTH WING NORTH WING ORNAMENTAL ROOF FEATURE 1 3 8 8 4 44 7 15 ' - 7 3 / 4 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 9' - 4 1 / 2 " 5' - 7 3 / 4 " 1' - 2 " 11 11 1 WEST EXTERIOR MATERIALS PERCENTAGES 13,257 TOTAL WALL AREA 9,872 FIBER CEMENT PANELS 74%3,385 GLASS / GLAZING 26%0 HM DOORS 0% NORTH 6,260 5,321 85%825 13%114 2% SOUTH 5,436 4,439 82%997 18%0 0% EAST 1 2,436 2,246 92%463 19%27 1% EAST 2 3,516 3,124 89%293 8%99 3% EAST 3 7,937 5,684 72%2,253 28%0 0% WEST 13,257 9,872 74%3,385 26%0 0% WEST 13,257 9,872 74%3,385 26%0 0% NORTH CY 2,725 2,065 76%660 24%0 0% SOUTH CY 3,652 2,689 74%918 25%45 1% POOL 957 558 58%399 42%0 0% TOTALSTOTALS 46,17646,176 35,99835,998 78%78%10,19310,193 22%22%285285 1%1% SHEET NUMBER PROJECT NUMBER SHEET TITLE PROJECT LOCATION PROJECT OWNER PROJECT TITLE ISSUE PHASE DATE ISSUED Th i s d o c u m e n t c o n t a i n s c o n f i d e n t i a l o r p r o p r i e t a r y i n f o r m a t i o n of R a m a k e r . N e i t h e r t h i s d o c u m e n t n o r t h e i n f o r m a t i o n h e r e i n i s t o b e r e p r o d u c e d , d i s t r i b u t e d , u s e d o r d i s c l o s e d e i t h e r i n w h ol e o r i n p a r t e x c e p t a s a u t h o r i z e d b y R a m a k e r . © C o p y r i g h t 2 0 2 1 - R a m a k e r - A l l r i g h t s r e s e r v e d Au t o d e s k D o c s : / / 5 5 0 4 7 - A l o f t - W a u k e e I A / 5 5 0 4 7 - A R H - A L O F T - W A U K E E- I A - R 2 0 2 2 . r v t 9/ 2 6 / 2 0 2 2 9 : 2 5 : 3 9 A M CITY - A202 EXTERIOR ELEVATIONS 55047 WAUKEE HOTEL, LLC ALOFT HOTELS BY MARRIOTT - 126 UNIT 4-STORIES 09/15/2022 DR A W N B Y : C J W CH E C K E D B Y : K H PROGRESS SET WAUKEE, IA EXTERIOR KEY NOTES KEYNOTEKEYNOTE TAGTAG DESCRIPTIONDESCRIPTION 1 METAL COPING 3 CLEAR ANODIZED ALUMINUM LOUVERS, TYP ALL LOUVERS 4 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL 5 GLAZING 6 INTERNALLY ILLUMINATED FRANCHISE SIGN, PROVIDE BLOCKING AS REQUIRED 7 BUILDING EXPANSION JOINT 8 GUESTROOM PTACS AT FIRST FLOOR ROOF TO BE 6" HIGHER THAN TYPICAL HEIGHT 9 GUESTROOM PTACS AT FIRST FLOOR ROOF TO BE 12" HIGHER THAN TYPICAL HEIGHT 10 GROUND MECHANICAL UNIT -SEE MECHANICAL; SEE LANDSCAPE FOR SCREENING 11 PLATFORM MOUNTED MECHANICAL PREFINISHED METAL SCREEN - SEE SPECS 12 SCUPPER TO DOWNSPOUT - TIE INTO STORM SEWER SCALE: 3/32" = 1'-0"1 EAST EXTERIOR ELEVATION SCALE: 3/32" = 1'-0"2 PARTIAL EAST EXTERIOR ELEVATION REV DATE FIBER CEMENT PANEL - NICHIHA - MATCH COLOR: ALOF-01-2745 - WHITE; LYMESTONE HDP FINISH FIBER CEMENT PANEL - NICHIHA - MATCH COLOR:ALOF-06-2745S - DARK GRAY W/STRATOTONE HIGH PERFORMANCE COLORANT; REFLECTIT METALLIC FINISH COATING OVER LYMESTONE HDP FIBER CEMENT PANEL - (AT WINDOWS) - NICHIHA - MATCH COLOR: ALOF-05-1085S - BLUE W/STRATOTONE HIGH PERFORMANCE COLORANT OVER ALOF-01-2745 - WHITE; DEMANDIT SMOOTH PAINT COATING OVER LYMESTONE HDP FIBER CEMENT PANEL - (AT WINDOWS) - NICHIHA - MATCH COLOR: ALOF-07-1085S - PINK W/ STRATOTONE HIGH PERFORMANCE COLORANT OVER ALOF-01-2745; LYMESTONE FINISH FIBER CEMENT PANEL - (AT ROOF ACCENT WALL) - NICHINA - COLOR: CUSTOM COLOR (PANTONE MATCHING SYSTEM BLUE # 2905; NATIONAL ACCOUNT NO ALOF-01-1353 FIBER CEMENT PANEL - NICHIHA, VINTAGE WOOD, COLOR: CEDAR FIBER CEMENT PANEL - EQUITONE US, EQUITONE LINEA, COLOR: LT20 EXTERIOR MATERIALS LEGEND FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" 1 3 11 1' - 2 " 5' - 7 3 / 4 " 9' - 4 1 / 2 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 15 ' - 7 3 / 4 " FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" 1 11 3 88 11 11 1' - 2 " 5' - 7 3 / 4 " 9' - 4 1 / 2 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 15 ' - 7 3 / 4 " FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" 1 1' - 2 " 5' - 7 3 / 4 " 9' - 4 1 / 2 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 15 ' - 7 3 / 4 " 11 11 11 BOLLARD BOLLARD 3' - 0 1 / 1 2 8 " 6' - 0 " 2' - 1 1 1 2 7 / 1 2 8 " 1' - 4" 12 ' - 0 " 12' - 8"12' - 0" MIN 11' - 6 11/128" CONCRETE CURB BOLLARD BOLLARD 6" 1/8" / 12" 3/4" SLEEVES TO 4" DEEP SEE LANDSCAPING FOR PAVEMENT DETAILS SEE LANDSCAPING FOR PAVEMENT DETAILS 8" REINFORCED CMU W/ FIBER CEMENT PANEL 4 A002 2 A002 3 A002 SIM 3 A002 SIM 3 A002 SIM NOTE: 5'-9"x7' DOUBLE SWING GATE (BY MANUF) W/ 3/4"x4" DEEP RECESSES FOR GATE CANE BOLTS. PROVIDE (2) @ EA GATE - IN OPEN AND CLOSED POSITIONS. FIELD VERIFY EXACT LOCATIONS.PROVIDE 3/4"Øx4" DEEP SLEEVES IN PAVEMENT FOR LATCHES PIVOTING GATE LATCHES FABRICATED FROM 1/2"Ø GALV STEEL RODS BOLLARD NOT SHOWN FOR CLARITY PREFINISHED METAL GATES 12' - 0" 7' - 1 1 3 / 4 " 6" 7' - 0 " 2' - 6 " 4" 4" 8" REINFORCED CMU W/ FIBER CEMENT PANEL METAL COPING TO MATCH ADJACENT WALL COVER METAL COPING TO MATCH ADJACENT WALL COLOR 7' - 1 1 3 / 4 " FIBER CEMENT PANEL - NICHIHA, VINTAGE WOOD, COLOR: CEDAR WEST EXTERIOR MATERIALS PERCENTAGES 13,257 TOTAL WALL AREA 9,872 FIBER CEMENT PANELS 74%3,385 GLASS / GLAZING 26%0 HM DOORS 0% NORTH 6,260 5,321 85%825 13%114 2% SOUTH 5,436 4,439 82%997 18%0 0% EAST 1 2,436 2,246 92%463 19%27 1% EAST 2 3,516 3,124 89%293 8%99 3% EAST 3 7,937 5,684 72%2,253 28%0 0% WEST 13,257 9,872 74%3,385 26%0 0% WEST 13,257 9,872 74%3,385 26%0 0% NORTH CY 2,725 2,065 76%660 24%0 0% SOUTH CY 3,652 2,689 74%918 25%45 1% POOL 957 558 58%399 42%0 0% TOTALSTOTALS 46,17646,176 35,99835,998 78%78%10,19310,193 22%22%285285 1%1% SHEET NUMBER PROJECT NUMBER SHEET TITLE PROJECT LOCATION PROJECT OWNER PROJECT TITLE ISSUE PHASE DATE ISSUED Th i s d o c u m e n t c o n t a i n s c o n f i d e n t i a l o r p r o p r i e t a r y i n f o r m a t i o n of R a m a k e r . N e i t h e r t h i s d o c u m e n t n o r t h e i n f o r m a t i o n h e r e i n i s t o b e r e p r o d u c e d , d i s t r i b u t e d , u s e d o r d i s c l o s e d e i t h e r i n w h ol e o r i n p a r t e x c e p t a s a u t h o r i z e d b y R a m a k e r . © C o p y r i g h t 2 0 2 1 - R a m a k e r - A l l r i g h t s r e s e r v e d Au t o d e s k D o c s : / / 5 5 0 4 7 - A l o f t - W a u k e e I A / 5 5 0 4 7 - A R H - A L O F T - W A U K E E- I A - R 2 0 2 2 . r v t 9/ 2 6 / 2 0 2 2 9 : 3 6 : 5 1 A M CITY - A203 EXTERIOR ELEVATIONS 55047 WAUKEE HOTEL, LLC ALOFT HOTELS BY MARRIOTT - 126 UNIT 4-STORIES 09/15/2022 DR A W N B Y : C J W CH E C K E D B Y : K H PROGRESS SET WAUKEE, IA EXTERIOR KEY NOTES KEYNOTEKEYNOTE TAGTAG DESCRIPTIONDESCRIPTION 1 METAL COPING 3 CLEAR ANODIZED ALUMINUM LOUVERS, TYP ALL LOUVERS 4 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL 5 GLAZING 6 INTERNALLY ILLUMINATED FRANCHISE SIGN, PROVIDE BLOCKING AS REQUIRED 7 BUILDING EXPANSION JOINT 8 GUESTROOM PTACS AT FIRST FLOOR ROOF TO BE 6" HIGHER THAN TYPICAL HEIGHT 9 GUESTROOM PTACS AT FIRST FLOOR ROOF TO BE 12" HIGHER THAN TYPICAL HEIGHT 10 GROUND MECHANICAL UNIT -SEE MECHANICAL; SEE LANDSCAPE FOR SCREENING 11 PLATFORM MOUNTED MECHANICAL PREFINISHED METAL SCREEN - SEE SPECS 12 SCUPPER TO DOWNSPOUT - TIE INTO STORM SEWER SCALE: 3/32" = 1'-0"3 PARTIAL NORTH EXTERIOR ELEVATION SCALE: 3/32" = 1'-0"1 PARTIAL SOUTH EXTERIOR ELEVATION SCALE: 3/32" = 1'-0"2 PARTIAL WEST EXTERIOR ELEVATION REV DATE SCALE: 1/4" = 1'-0"4 ENLARGED PLAN @ TRASH ENCLOSURE SCALE: 1/4" = 1'-0"5 TRASH ENCLOSURE FRONT ELEVATION SCALE: 1/4" = 1'-0"6 TRASH ENCLOSURE SIDE & REAR ELEVATION SHEET NUMBER PROJECT NUMBER SHEET TITLE PROJECT LOCATION PROJECT OWNER PROJECT TITLE ISSUE PHASE DATE ISSUED Th i s d o c u m e n t c o n t a i n s c o n f i d e n t i a l o r p r o p r i e t a r y i n f o r m a t i o n of R a m a k e r . N e i t h e r t h i s d o c u m e n t n o r t h e i n f o r m a t i o n h e r e i n i s t o b e r e p r o d u c e d , d i s t r i b u t e d , u s e d o r d i s c l o s e d e i t h e r i n w h ol e o r i n p a r t e x c e p t a s a u t h o r i z e d b y R a m a k e r . © C o p y r i g h t 2 0 2 1 - R a m a k e r - A l l r i g h t s r e s e r v e d Au t o d e s k D o c s : / / 5 5 0 4 7 - A l o f t - W a u k e e I A / 5 5 0 4 7 - A R H - A L O F T - W A U K E E- I A - R 2 0 2 2 . r v t 9/ 2 6 / 2 0 2 2 9 : 3 2 : 1 6 A M CITY - A204 3D VIEWS 55047 WAUKEE HOTEL, LLC ALOFT HOTELS BY MARRIOTT - 126 UNIT 4-STORIES 09/15/2022 DR A W N B Y : C J W CH E C K E D B Y : K H PROGRESS SET WAUKEE, IA SCALE:1 3D PERSPECTIVE - LOOKING SOUTH SCALE:2 LOOKING NW 3D VIEW SCALE:3 LOOKING SE 3D VIEW REV DATE 24 12 12 12 J J J J J OS J J J J J J J J J JJ J OS OS OS OS OS OS OS OS OS OS OS OS OS OS 3 OS OS OS OS OS OS OS OS OS OS J J JJ J J 0.0 0.0 0.0 0.0 0.0 0.1 0.7 2.0 3.0 0.0 0.0 0.0 0.0 0.1 0.2 1.1 3.2 4.9 0.0 0.0 0.0 0.0 0.1 0.3 1.3 3.9 5.9 0.0 0.0 0.0 0.0 0.1 0.3 1.3 4.1 6.1 0.0 0.0 0.0 0.0 0.1 0.3 1.3 4.0 5.9 0.0 0.0 0.0 0.0 0.1 0.2 1.1 3.3 5.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 2.0 3.1 OS OS OS OS OS J JJ J J 1 A Q 18 B D.2 D E.1 F H.1 J M N P 3 4 5 6 10 11 12 13 14a 15 15.9 16 17 192 K L 7 8 9 G H C E.2 7.94.1 H.7 E H.8 REFER TO THE ENLARGED ROOM PLANS ON SHEET E600 FOR THE ELECTRICAL LAYOUTS AND REQUIREMENTS IN THE INDIVIDUAL GUESTROOMS PG-401 PG-401 PG-401 PG-401 PG-401 ALR-14 ALR-14 ALR-14 ALR-14 ALR-14 ALR-14 ALR-14 ALR-14 EM EM EM EM EM EM1 2 typ. typ. 2 ALJ-14 ALJ-14 typ. ALB-03 ALR-16 ALR-16 ALJ-14 ALJ-14 ALB-03 ALB-03 ALB-03 ALB-03 ALB-03 ALB-03 ALB-03 ALR-18ALR-18 ALR-18 ALR-18 ALR-18 ALR-18 ALR-18 ALR-18ALR-18 ALR-18 ALR-18ALR-18 ALR-18 ALR-18 ALR-18 ALR-18 ALR-18 ALR-18 ALR-18 ALR-18 MR-400 MR-400 ALJ-11 ALJ-14 ALJ-14 ALJ-14 ALJ-14 ALJ-14 ALJ-14 ALJ-11 LM-401 LM-401 LM-401 MR-402 MR-402 MR-401 ALT-03 ALJ-14 ALJ-14 ALJ-11 ALJ-11 ALJ-11 ALJ-11ALJ-11 ALJ-11 EM ALJ-11 ALR-18 ALR-18 RO-400 ALR-09 ALJ-14 ALJ-14 ALJ-10 ALJ-10 ALJ-14 ALJ-14 ALJ-14 ALJ-14 ALJ-11 ALJ-11 ALR-18 RO-400 ALK-01 ALK-01 ALK-01 ALK-01 ALK-01 ALK-01 ALK-01ALK-01ALK-01ALK-01 ALJ-15 ALJ-15 ALJ-15 ALJ-15 ALJ-15 ALJ-15 ALJ-15 ALJ-15 ALJ-15 ALJ-15 ALJ-15 ALJ-15 ALJ-15 ALJ-15 ALJ-11 PR-301 PR-301 PR-301 ALT-01-A ALT-01-A ALT-02 ALT-02 ALT-02 ALT-02 ALT-01-B ALT-02 ALT-02 ALT-02 ALT-02 ALT-01-B ALT-02 ALT-01-B ALT-01-B ALT-01-BALT-01-B TE-401 TE-401 TE-401 TE-401TE-401TE-401TE-401 TE-401 TE-401 ALT-01-B ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALR-16 ALT-01-B ALT-01-B ALT-01-B ALT-01-B ALT-01-B ALT-01-B ALT-01-B ALT-01-B ALT-01-B ALT-01-B ALR-16 ALR-16 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-02 ALT-01-B ALT-02 ALT-02 ALT-02 ALT-02 LM-303 ALR-16 ALR-16 PG-401 ALT-03 ALT-03ALT-03 ALT-03 ALR-21 ALJ-11 LM-403 LM-402 LM-402 ALJ-14 ALJ-14 ALJ-14ALJ-14 ALJ-11 ALT-01-C ALT-01-C ALT-01-C ALT-01-C ALJ-13 ALJ-13 ALJ-13 ALJ-13 ALJ-13 ALJ-11 ALJ-11 ALJ-11 ALJ-11 ALJ-11 RE-400 RE-400 RE-400 RE-400 RE-400 ALY-05 ALY-05 ALY-05 ALY-05 ALY-05 ALY-05 ALY-05 ALY-05 ALY-05 ALY-05 ALY-05 ALY-05 ALY-05 ALY-05 ALY-05 ALZ-06 ALZ-06 ALZ-06 ALZ-06 ALZ-06 ALZ-06 ALZ-06 TE-403 ALY-03 ALY-03 ALY-03 ALY-03 ALY-03 ALR-10 ALR-10 ALR-10 ALR-10 ALR-10 ALY-06 ALY-06 ALY-06 ALY-06 ALY-06 ALY-06 ALT-04ALT-04 ALT-04 ALT-04ALT-04ALT-04 ALT-04 ALT-04 ALJ-11 ALJ-11 ALJ-11 ALJ-11 ALJ-11 PP1:19 UNIT A1 G101 UNIT C1 G103 UNIT A1 G105 LINEN 103 UNIT C1 G107 UNIT C1 G109 UNIT A1 G111 UNIT A1 G118 UNIT C1 G116 UNIT C1 G114 UNIT A1 G112 UNIT C3 G110 UNIT B1 G108 UNIT A1 G106 UNIT A1 G104 UNIT C1 G102 FOOD PREP 112 STORAGE 114 BREAK ROOM 116 DATA CENTER 118 VESTIBULE 108 WORK ROOM 113 GM OFFICE 115 LUGGAGE 117 EMP RESTROOM 119 DRYER ROOM 120B LAUNDRY 120 HOUSEKEEPING 122 ELEV 2 2 ELEV 1 1 CHUTE ROOM 121 MEN 125 WOMEN 127 JANITOR 129 BOH CORRIDOR 123 ELECTRICAL 124 ENGINEERING 126 RECHARGE 135 MECHANICAL 128 NORTH STAIR 130 STORAGE 131 CORRIDOR 134 CORRIDOR 132 CARTS 133 BACKYARD WXYZ 107 TACTIC STORAGE 105B TACTIC 105 CORRIDOR 102 REMIX 106 LOBBY 109 REFUEL 110 CHECK-IN 111 STORAGE 107B STORAGE 104 SOUTH STAIR 101 POOL EQUIPMENT 137 SPLASH DECK 17 LISTENING ROOM 139 PP1:9 PP1:21 EX ALJ-11 WALL SIGN ALR-17 ALR-17 BACKLIT WALL PANELS LIGHTING CONTROL PANEL 3 LM-501 LM-501 LM-302LM-302 qty.2 qty.2qty.2 (typ.) SIGN ZONE H ZONE G ZONE F ZONE E ZONE D ZONE C ZONE B ZONE A ZONE I ALJ-03 4 5 5 5 5 5 5 5 DIM DIM DIM DIM ALT-05 ALY-04 ALY-04 ALY-04 ALY-04 ALY-04 ALY-04 ALY-04 ALZ-08ALZ-08ALZ-08 ALZ-08 ALZ-08 EX ALZ-08 ALZ-08 ALZ-08 ALZ-08 ALZ-08 EX ALZ-08 ALZ-08 ALZ-08 ALZ-08 ALZ-08ALZ-08ALZ-08ALZ-08ALZ-08ALZ-08 EX ALJ-115 ALT-02 ALT-02 ALT-01-B 6 6 6 7 7 KP1:37 KP1:39 KP1:41 DIM DIM LM-407A KP1:43 qty.3 qty.3qty.3 KP1:45 KP1:47 DIM qty.4 KP1:51 LM-406 EX EX G G KP1:49 KP1:53 KP1:55 DIM KP1:59 LM-404 DIM KP1:61 DIM KP1:63 DIM KP1:65 DIM qty.2 qty.4 DIM DIM DIM KP1:67 KP1:67 DIM KP1:67 KP1:67 GP1W:74 GP1W:74 GP1W:74 ALJ-14 EX GP1W:76 GP1W:76 GP1W:76 qty.4 qty.5 GP1W:78 KP1:69KP1:71 KP1:73 qty.4 qty.4 GP1W:74 GP1W:74 ALB-03 GP1W:74 KP1:75 KP1:75 EE EE EE EE EE EE EE ALY-04 EE EE EM EM EM EMEM EM EM EMEM EM EM EM EM EM EM EM EM EM EM EM EM EM EM GP1W:76 GP1W:76 EM EM EM EM EM EM EM EM EM EM EM EM EX EM EM EM EM EM ALL LIGHT FIXTURES EAST OF GRIDLINE 12 ARE FED FROM PANEL GP2E:39 • EXCLUDING THOSE LOCATED IN THE GUESTROOMS AND STAIRWELLS GP1E:41 KP1:41 8 8 8 8 9 typ. EX 9 typ. 10 11 11 12 12 typ. typ. CONTROL AREA #1 -COMMON AREAS 24 CIRCUIT RELAY PANEL -LOCATED IN THE MAIN ELECTRICAL ROOM (124) 2 BUTTON KEYPAD -LOCATED BEHIND THE BAR (107) 6 BUTTON KEYPAD -LOCATED IN THE WORK ROOM (113) TOUCHSCREEN -LOCATED IN THE WORK ROOM (113) INCLUDES THE FOLLOWING ZONES: • ZONE A • ZONE B • ZONE C • ZONE D • ZONE E • ZONE F • ZONE G _______________________________________________________________________________________________________________________________________ CONTROL AREA #2 -RECHARGE ROOM (135) 5 BUTTON KEYPAD DAYLIGHT SENSOR OCCUPANCY SENSORS (QTY. 2) HANDHELD REMOTE INCLUDES THE FOLLOWING ZONES: • ZONE H _______________________________________________________________________________________________________________________________________ CONTROL AREA #3 -TACTIC (105) 0-10v DIMMERS (QTY. 4) INCLUDES THE FOLLOWING ZONES: • ZONE I COMMON AREA LIGHTING CONTROLS SHEET NUMBER PROJECT NUMBER SHEET TITLE PROJECT LOCATION PROJECT OWNER PROJECT TITLE ISSUE PHASE DATE ISSUED Th i s d o c u m e n t c o n t a i n s c o n f i d e n t i a l o r p r o p r i e t a r y i nf o r m a t i o n o f R a m a k e r . N e i t h e r t h i s d o c u m e n t n o r t h e i n f o r m a t i o n h e r e i n i s t o b e r e p r o d u c e d , d i s t r i b u t e d, u s e d o r d i s c l o s e d e i t h e r i n w h o l e o r i n p a r t e x c ep t a s a u t h o r i z e d b y R a m a k e r . © C o p y r i g h t 2 0 2 1 - R a m a k e r - A l l r i g h t s r e s e r v e d Au t o d e s k D o c s : / / 5 5 0 4 7 - A l o f t - W a u k e e I A / 5 5 0 4 7 - E L E C- A L O F T - W A U K E E - I A - R 2 0 2 2 . r v t 10 / 2 4 / 2 0 2 2 1 2 : 2 3 : 4 4 P M E101 FIRST FLOOR LIGHTING PLAN 55047 WAUKEE HOTELS, LLC ALOFT HOTELS BY MARRIOT - 126 UNIT 4-STORIES 09/30/2022 DR A W N B Y : A u t h o r CH E C K E D B Y : C h e c k e r BIDDING/PERMITTING WAUKEE, IA 09/30/2022 SCALE: 1/8" = 1'-0"1 FIRST FLOOR LIGHTING PLAN 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. Certification & Seal: (signature)(date) Pages or sheets covered by this seal: Plan sheets identified with an (*) have been prepared and certified by others and have been included herein for informational purposes only. License Number: My license renewal date is: 17043 December 31, 2023 Jeffrey H. Zander REV DATE 1 Addendum #01 10/21/22 - ELECTRICAL KEYED SHEET NOTES - Key Value Keynote Text 1 ALL EXIT LIGHTS AND STAND ALONE EMERGENCY LIGHTS ARE NOT SHOWN AS BEING CIRCUITED. THEY ARE TO BE CONNECTED TO THE NEAREST LIGHTING CIRCUIT AHEAD OF THE SWITCH LEG. 2 THE LIGHT FIXTURES IN THE STAIRWELLS AND CORRIDORS ARE HARDWIRED TO CIRCUIT BREAKERS IN THE PANELBOARD AND SHALL REMAIN ON AT ALL THE TIMES. 3 5 ROWS OF TYPE ALJ-11, 4'-0" LED FIXTURES ARE MOUNTED BEHIND ACRYLIC PANELS BEHIND THE BAR. ENSURE FIXTURE(S) HAVE LENS COVER. FIXTURE MOUNTING VARIES. ADJOINING ENDS OF FIXTURES SHOULD BE STAGGERED TO AVOID CONTINUOUS SOCKET SHADOW ACROSS BACKLIT IMAGE. 4 PROVIDE POWER FOR EXTERIOR ACCENT LIGHTING AT THESE GENERAL LOCATIONS. REFER TO THE EXTERIOR ELEVATIONS ON THE ARCHITECTURAL PLANS FOR MORE EXACT LOCATIONS. 5 ALL OF THE FIXTURES INSIDE THE ZONES ARE TO BE WIRED INTO THE CONTROL SYSTEM AND THOSE MARKED WITH A "DIM" SHOULD BE DIMMABLE 6 TACTIC DOWN LIGHTS ARE DIMMABLE BUT SEPARATE FROM THE CENTRAL LIGHTING CONTROL SYSTEM. 7 LAMPING IN INDIVIDUAL FEATURE LIGHT FIXTURES TO DIM TOGETHER. FIXTURE TO BE CONTROLLED BY PUBLIC SPACE DIMMING CONTROL PANEL. 8 OCCUPANCY SENSORS AT THESE LOCATIONS SHALL INCLUDE A BUILT-IN OVERRRIDE SWITCH TO PREVENT ACCIDENTAL SWITCHING DURING TIMES OF MAINTENANCE. 9 ADDITIONAL FLOOR (LOW) LEVEL EXIT SIGNS ARE REQUIRED IN THE ROUTE OF EMERGENCY EXIT FROM ALL GUESTROOMS. THEY SHALL BE MOUNTED NOT LESS THAN 10" NOR MORE THAN 12" ABOVE FLOOR LEVEL. THEY SHALL BE FLUSH MOUNTED TO THE WALL WITH THE EDGE OF THE SIGN WITHIN 4" OF THE DOOR FRAME ON THE LATCH SIDE. (PER IBC 1011.2) 10 THESE NUMBERS INDICATE THE APPROXIMATE FOOT CANDLE LEVELS AT THE PORTE COCHERE. THE VALUES ARE TAKEN AT GROUND LEVEL AND DO NOT TAKE INTO ACCOUNT ANY OBSTRUCTIONS. 11 MOTION SENSORS THAT CONTROL THE LIGHTING IN PUBLIC SPACES ARE TO HAVE THE WALK-THROUGH MODE DISABLED AND THE TIME DELAY SET AT 30 MINUTES. 12 LIGHT FIXTURES LOCATED WITHIN 15' OF WINDOWS SHALL BE RAN THROUGH A DAYLIGHT SENSOR AND HAVE THE CAPABILITY OF AUTOMATICALLY TURNING OFF WHEN THERE IS ADEQUATE NATURAL LIGHT TO ILLUMINATE THE AREA. NORTH 1 1 FIBER CEMENT PANEL - NICHIHA - MATCH COLOR: ALOF-01-2745 - WHITE; LYMESTONE HDP FINISH FIBER CEMENT PANEL - NICHIHA - MATCH COLOR:ALOF-06-2745S - DARK GRAY W/STRATOTONE HIGH PERFORMANCE COLORANT; REFLECTIT METALLIC FINISH COATING OVER LYMESTONE HDP FIBER CEMENT PANEL - (AT WINDOWS) - NICHIHA - MATCH COLOR: ALOF-05-1085S - BLUE W/STRATOTONE HIGH PERFORMANCE COLORANT OVER ALOF-01-2745 - WHITE; DEMANDIT SMOOTH PAINT COATING OVER LYMESTONE HDP FIBER CEMENT PANEL - (AT WINDOWS) - NICHIHA - MATCH COLOR: ALOF-07-1085S - PINK W/ STRATOTONE HIGH PERFORMANCE COLORANT OVER ALOF-01-2745; LYMESTONE FINISH FIBER CEMENT PANEL - (AT ROOF ACCENT WALL) - NICHINA - COLOR: CUSTOM COLOR (PANTONE MATCHING SYSTEM BLUE # 2905; NATIONAL ACCOUNT NO ALOF-01-1353 FIBER CEMENT PANEL - NICHIHA, VINTAGE WOOD, COLOR: CEDAR FIBER CEMENT PANEL - EQUITONE US, EQUITONE LINEA, COLOR: LT20 EXTERIOR MATERIALS LEGEND FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" 1 1 1 1 3 4 4 4 4 4 4 5 5 6 7 7 1' - 2 " 5' - 7 3 / 4 " 9' - 4 1 / 2 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 15 ' - 7 3 / 4 " 11 BEYOND FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" 1 1 1 3 5 53 11 10 TYP 1' - 2 " 5' - 7 3 / 4 " 9' - 4 1 / 2 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 15 ' - 7 3 / 4 " FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" ORNAMENTAL ROOF FEATURE BEYOND PORTE COCHERE BEYOND NORTH WING BEYOND11 3 6 11 1' - 2 " 5' - 7 3 / 4 " 9' - 4 1 / 2 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 15 ' - 7 3 / 4 " WEST EXTERIOR MATERIALS PERCENTAGES 13,257 TOTAL WALL AREA 9,872 FIBER CEMENT PANELS 74%3,385 GLASS / GLAZING 26%0 HM DOORS 0% NORTH 6,260 5,321 85%825 13%114 2% SOUTH 5,436 4,439 82%997 18%0 0% EAST 1 2,436 2,246 92%463 19%27 1% EAST 2 3,516 3,124 89%293 8%99 3% EAST 3 7,937 5,684 72%2,253 28%0 0% WEST 13,257 9,872 74%3,385 26%0 0% WEST 13,257 9,872 74%3,385 26%0 0% NORTH CY 2,725 2,065 76%660 24%0 0% SOUTH CY 3,652 2,689 74%918 25%45 1% POOL 957 558 58%399 42%0 0% TOTALSTOTALS 46,17646,176 35,99835,998 78%78%10,19310,193 22%22%285285 1%1% SHEET NUMBER PROJECT NUMBER SHEET TITLE PROJECT LOCATION PROJECT OWNER PROJECT TITLE ISSUE PHASE DATE ISSUED Th i s d o c u m e n t c o n t a i n s c o n f i d e n t i a l o r p r o p r i e t a r y i n f o r m a t i o n of R a m a k e r . N e i t h e r t h i s d o c u m e n t n o r t h e i n f o r m a t i o n h e r e i n i s t o b e r e p r o d u c e d , d i s t r i b u t e d , u s e d o r d i s c l o s e d e i t h e r i n w h ol e o r i n p a r t e x c e p t a s a u t h o r i z e d b y R a m a k e r . © C o p y r i g h t 2 0 2 1 - R a m a k e r - A l l r i g h t s r e s e r v e d Au t o d e s k D o c s : / / 5 5 0 4 7 - A l o f t - W a u k e e I A / 5 5 0 4 7 - A R H - A L O F T - W A U K E E- I A - R 2 0 2 2 . r v t 9/ 2 6 / 2 0 2 2 9 : 2 5 : 0 2 A M CITY - A201 EXTERIOR ELEVATIONS 55047 WAUKEE HOTEL, LLC ALOFT HOTELS BY MARRIOTT - 126 UNIT 4-STORIES 09/15/2022 DR A W N B Y : C J W CH E C K E D B Y : K H PROGRESS SET WAUKEE, IA EXTERIOR KEY NOTES KEYNOTEKEYNOTE TAGTAG DESCRIPTIONDESCRIPTION 1 METAL COPING 3 CLEAR ANODIZED ALUMINUM LOUVERS, TYP ALL LOUVERS 4 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL 5 GLAZING 6 INTERNALLY ILLUMINATED FRANCHISE SIGN, PROVIDE BLOCKING AS REQUIRED 7 BUILDING EXPANSION JOINT 8 GUESTROOM PTACS AT FIRST FLOOR ROOF TO BE 6" HIGHER THAN TYPICAL HEIGHT 9 GUESTROOM PTACS AT FIRST FLOOR ROOF TO BE 12" HIGHER THAN TYPICAL HEIGHT 10 GROUND MECHANICAL UNIT -SEE MECHANICAL; SEE LANDSCAPE FOR SCREENING 11 PLATFORM MOUNTED MECHANICAL PREFINISHED METAL SCREEN - SEE SPECS 12 SCUPPER TO DOWNSPOUT - TIE INTO STORM SEWER SCALE: 3/32" = 1'-0"1 WEST EXTERIOR ELEVATION SCALE: 3/32" = 1'-0"2 NORTH EXTERIOR ELEVATION SCALE: 3/32" = 1'-0"3 SOUTH EXTERIOR ELEVATION REV DATE FIBER CEMENT PANEL - NICHIHA - MATCH COLOR: ALOF-01-2745 - WHITE; LYMESTONE HDP FINISH FIBER CEMENT PANEL - NICHIHA - MATCH COLOR:ALOF-06-2745S - DARK GRAY W/STRATOTONE HIGH PERFORMANCE COLORANT; REFLECTIT METALLIC FINISH COATING OVER LYMESTONE HDP FIBER CEMENT PANEL - (AT WINDOWS) - NICHIHA - MATCH COLOR: ALOF-05-1085S - BLUE W/STRATOTONE HIGH PERFORMANCE COLORANT OVER ALOF-01-2745 - WHITE; DEMANDIT SMOOTH PAINT COATING OVER LYMESTONE HDP FIBER CEMENT PANEL - (AT WINDOWS) - NICHIHA - MATCH COLOR: ALOF-07-1085S - PINK W/ STRATOTONE HIGH PERFORMANCE COLORANT OVER ALOF-01-2745; LYMESTONE FINISH FIBER CEMENT PANEL - (AT ROOF ACCENT WALL) - NICHINA - COLOR: CUSTOM COLOR (PANTONE MATCHING SYSTEM BLUE # 2905; NATIONAL ACCOUNT NO ALOF-01-1353 FIBER CEMENT PANEL - NICHIHA, VINTAGE WOOD, COLOR: CEDAR FIBER CEMENT PANEL - EQUITONE US, EQUITONE LINEA, COLOR: LT20 EXTERIOR MATERIALS LEGEND FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" 1 BUILDING BEYOND ORNAMENTAL ROOF FEATURE BEYOND BUILDING BEYOND 1 6 BUILDING BEYOND 15 ' - 7 3 / 4 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 9' - 4 1 / 2 " 5' - 7 3 / 4 " 1' - 2 " 111212 11 11 11 1FIRE DEPARTMENT CONNECTION -BY FIRE PROTECTION CONTRACTOR FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" SOUTH WING NORTH WING ORNAMENTAL ROOF FEATURE 1 3 8 8 4 44 7 15 ' - 7 3 / 4 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 9' - 4 1 / 2 " 5' - 7 3 / 4 " 1' - 2 " 11 11 1 WEST EXTERIOR MATERIALS PERCENTAGES 13,257 TOTAL WALL AREA 9,872 FIBER CEMENT PANELS 74%3,385 GLASS / GLAZING 26%0 HM DOORS 0% NORTH 6,260 5,321 85%825 13%114 2% SOUTH 5,436 4,439 82%997 18%0 0% EAST 1 2,436 2,246 92%463 19%27 1% EAST 2 3,516 3,124 89%293 8%99 3% EAST 3 7,937 5,684 72%2,253 28%0 0% WEST 13,257 9,872 74%3,385 26%0 0% WEST 13,257 9,872 74%3,385 26%0 0% NORTH CY 2,725 2,065 76%660 24%0 0% SOUTH CY 3,652 2,689 74%918 25%45 1% POOL 957 558 58%399 42%0 0% TOTALSTOTALS 46,17646,176 35,99835,998 78%78%10,19310,193 22%22%285285 1%1% SHEET NUMBER PROJECT NUMBER SHEET TITLE PROJECT LOCATION PROJECT OWNER PROJECT TITLE ISSUE PHASE DATE ISSUED Th i s d o c u m e n t c o n t a i n s c o n f i d e n t i a l o r p r o p r i e t a r y i n f o r m a t i o n of R a m a k e r . N e i t h e r t h i s d o c u m e n t n o r t h e i n f o r m a t i o n h e r e i n i s t o b e r e p r o d u c e d , d i s t r i b u t e d , u s e d o r d i s c l o s e d e i t h e r i n w h ol e o r i n p a r t e x c e p t a s a u t h o r i z e d b y R a m a k e r . © C o p y r i g h t 2 0 2 1 - R a m a k e r - A l l r i g h t s r e s e r v e d Au t o d e s k D o c s : / / 5 5 0 4 7 - A l o f t - W a u k e e I A / 5 5 0 4 7 - A R H - A L O F T - W A U K E E- I A - R 2 0 2 2 . r v t 9/ 2 6 / 2 0 2 2 9 : 2 5 : 3 9 A M CITY - A202 EXTERIOR ELEVATIONS 55047 WAUKEE HOTEL, LLC ALOFT HOTELS BY MARRIOTT - 126 UNIT 4-STORIES 09/15/2022 DR A W N B Y : C J W CH E C K E D B Y : K H PROGRESS SET WAUKEE, IA EXTERIOR KEY NOTES KEYNOTEKEYNOTE TAGTAG DESCRIPTIONDESCRIPTION 1 METAL COPING 3 CLEAR ANODIZED ALUMINUM LOUVERS, TYP ALL LOUVERS 4 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL 5 GLAZING 6 INTERNALLY ILLUMINATED FRANCHISE SIGN, PROVIDE BLOCKING AS REQUIRED 7 BUILDING EXPANSION JOINT 8 GUESTROOM PTACS AT FIRST FLOOR ROOF TO BE 6" HIGHER THAN TYPICAL HEIGHT 9 GUESTROOM PTACS AT FIRST FLOOR ROOF TO BE 12" HIGHER THAN TYPICAL HEIGHT 10 GROUND MECHANICAL UNIT -SEE MECHANICAL; SEE LANDSCAPE FOR SCREENING 11 PLATFORM MOUNTED MECHANICAL PREFINISHED METAL SCREEN - SEE SPECS 12 SCUPPER TO DOWNSPOUT - TIE INTO STORM SEWER SCALE: 3/32" = 1'-0"1 EAST EXTERIOR ELEVATION SCALE: 3/32" = 1'-0"2 PARTIAL EAST EXTERIOR ELEVATION REV DATE FIBER CEMENT PANEL - NICHIHA - MATCH COLOR: ALOF-01-2745 - WHITE; LYMESTONE HDP FINISH FIBER CEMENT PANEL - NICHIHA - MATCH COLOR:ALOF-06-2745S - DARK GRAY W/STRATOTONE HIGH PERFORMANCE COLORANT; REFLECTIT METALLIC FINISH COATING OVER LYMESTONE HDP FIBER CEMENT PANEL - (AT WINDOWS) - NICHIHA - MATCH COLOR: ALOF-05-1085S - BLUE W/STRATOTONE HIGH PERFORMANCE COLORANT OVER ALOF-01-2745 - WHITE; DEMANDIT SMOOTH PAINT COATING OVER LYMESTONE HDP FIBER CEMENT PANEL - (AT WINDOWS) - NICHIHA - MATCH COLOR: ALOF-07-1085S - PINK W/ STRATOTONE HIGH PERFORMANCE COLORANT OVER ALOF-01-2745; LYMESTONE FINISH FIBER CEMENT PANEL - (AT ROOF ACCENT WALL) - NICHINA - COLOR: CUSTOM COLOR (PANTONE MATCHING SYSTEM BLUE # 2905; NATIONAL ACCOUNT NO ALOF-01-1353 FIBER CEMENT PANEL - NICHIHA, VINTAGE WOOD, COLOR: CEDAR FIBER CEMENT PANEL - EQUITONE US, EQUITONE LINEA, COLOR: LT20 EXTERIOR MATERIALS LEGEND FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" 1 3 11 1' - 2 " 5' - 7 3 / 4 " 9' - 4 1 / 2 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 15 ' - 7 3 / 4 " FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" 1 11 3 88 11 11 1' - 2 " 5' - 7 3 / 4 " 9' - 4 1 / 2 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 15 ' - 7 3 / 4 " FIRST FLOOR 100' - 0" SECOND FLOOR 115' - 7 3/4" THIRD FLOOR 127' - 1" FOURTH FLOOR 138' - 6 1/4" TO PARAPET 153' - 6 1/2" TO HIGH PARAPET 154' - 8 1/2" ROOF TRUSS BEARING 147' - 10 3/4" 1 1' - 2 " 5' - 7 3 / 4 " 9' - 4 1 / 2 " 11 ' - 5 1 / 4 " 11 ' - 5 1 / 4 " 15 ' - 7 3 / 4 " 11 11 11 BOLLARD BOLLARD 3' - 0 1 / 1 2 8 " 6' - 0 " 2' - 1 1 1 2 7 / 1 2 8 " 1' - 4" 12 ' - 0 " 12' - 8"12' - 0" MIN 11' - 6 11/128" CONCRETE CURB BOLLARD BOLLARD 6" 1/8" / 12" 3/4" SLEEVES TO 4" DEEP SEE LANDSCAPING FOR PAVEMENT DETAILS SEE LANDSCAPING FOR PAVEMENT DETAILS 8" REINFORCED CMU W/ FIBER CEMENT PANEL 4 A002 2 A002 3 A002 SIM 3 A002 SIM 3 A002 SIM NOTE: 5'-9"x7' DOUBLE SWING GATE (BY MANUF) W/ 3/4"x4" DEEP RECESSES FOR GATE CANE BOLTS. PROVIDE (2) @ EA GATE - IN OPEN AND CLOSED POSITIONS. FIELD VERIFY EXACT LOCATIONS.PROVIDE 3/4"Øx4" DEEP SLEEVES IN PAVEMENT FOR LATCHES PIVOTING GATE LATCHES FABRICATED FROM 1/2"Ø GALV STEEL RODS BOLLARD NOT SHOWN FOR CLARITY PREFINISHED METAL GATES 12' - 0" 7' - 1 1 3 / 4 " 6" 7' - 0 " 2' - 6 " 4" 4" 8" REINFORCED CMU W/ FIBER CEMENT PANEL METAL COPING TO MATCH ADJACENT WALL COVER METAL COPING TO MATCH ADJACENT WALL COLOR 7' - 1 1 3 / 4 " FIBER CEMENT PANEL - NICHIHA, VINTAGE WOOD, COLOR: CEDAR WEST EXTERIOR MATERIALS PERCENTAGES 13,257 TOTAL WALL AREA 9,872 FIBER CEMENT PANELS 74%3,385 GLASS / GLAZING 26%0 HM DOORS 0% NORTH 6,260 5,321 85%825 13%114 2% SOUTH 5,436 4,439 82%997 18%0 0% EAST 1 2,436 2,246 92%463 19%27 1% EAST 2 3,516 3,124 89%293 8%99 3% EAST 3 7,937 5,684 72%2,253 28%0 0% WEST 13,257 9,872 74%3,385 26%0 0% WEST 13,257 9,872 74%3,385 26%0 0% NORTH CY 2,725 2,065 76%660 24%0 0% SOUTH CY 3,652 2,689 74%918 25%45 1% POOL 957 558 58%399 42%0 0% TOTALSTOTALS 46,17646,176 35,99835,998 78%78%10,19310,193 22%22%285285 1%1% SHEET NUMBER PROJECT NUMBER SHEET TITLE PROJECT LOCATION PROJECT OWNER PROJECT TITLE ISSUE PHASE DATE ISSUED Th i s d o c u m e n t c o n t a i n s c o n f i d e n t i a l o r p r o p r i e t a r y i n f o r m a t i o n of R a m a k e r . N e i t h e r t h i s d o c u m e n t n o r t h e i n f o r m a t i o n h e r e i n i s t o b e r e p r o d u c e d , d i s t r i b u t e d , u s e d o r d i s c l o s e d e i t h e r i n w h ol e o r i n p a r t e x c e p t a s a u t h o r i z e d b y R a m a k e r . © C o p y r i g h t 2 0 2 1 - R a m a k e r - A l l r i g h t s r e s e r v e d Au t o d e s k D o c s : / / 5 5 0 4 7 - A l o f t - W a u k e e I A / 5 5 0 4 7 - A R H - A L O F T - W A U K E E- I A - R 2 0 2 2 . r v t 9/ 2 6 / 2 0 2 2 9 : 3 6 : 5 1 A M CITY - A203 EXTERIOR ELEVATIONS 55047 WAUKEE HOTEL, LLC ALOFT HOTELS BY MARRIOTT - 126 UNIT 4-STORIES 09/15/2022 DR A W N B Y : C J W CH E C K E D B Y : K H PROGRESS SET WAUKEE, IA EXTERIOR KEY NOTES KEYNOTEKEYNOTE TAGTAG DESCRIPTIONDESCRIPTION 1 METAL COPING 3 CLEAR ANODIZED ALUMINUM LOUVERS, TYP ALL LOUVERS 4 SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL 5 GLAZING 6 INTERNALLY ILLUMINATED FRANCHISE SIGN, PROVIDE BLOCKING AS REQUIRED 7 BUILDING EXPANSION JOINT 8 GUESTROOM PTACS AT FIRST FLOOR ROOF TO BE 6" HIGHER THAN TYPICAL HEIGHT 9 GUESTROOM PTACS AT FIRST FLOOR ROOF TO BE 12" HIGHER THAN TYPICAL HEIGHT 10 GROUND MECHANICAL UNIT -SEE MECHANICAL; SEE LANDSCAPE FOR SCREENING 11 PLATFORM MOUNTED MECHANICAL PREFINISHED METAL SCREEN - SEE SPECS 12 SCUPPER TO DOWNSPOUT - TIE INTO STORM SEWER SCALE: 3/32" = 1'-0"3 PARTIAL NORTH EXTERIOR ELEVATION SCALE: 3/32" = 1'-0"1 PARTIAL SOUTH EXTERIOR ELEVATION SCALE: 3/32" = 1'-0"2 PARTIAL WEST EXTERIOR ELEVATION REV DATE SCALE: 1/4" = 1'-0"4 ENLARGED PLAN @ TRASH ENCLOSURE SCALE: 1/4" = 1'-0"5 TRASH ENCLOSURE FRONT ELEVATION SCALE: 1/4" = 1'-0"6 TRASH ENCLOSURE SIDE & REAR ELEVATION SHEET NUMBER PROJECT NUMBER SHEET TITLE PROJECT LOCATION PROJECT OWNER PROJECT TITLE ISSUE PHASE DATE ISSUED Th i s d o c u m e n t c o n t a i n s c o n f i d e n t i a l o r p r o p r i e t a r y i n f o r m a t i o n of R a m a k e r . N e i t h e r t h i s d o c u m e n t n o r t h e i n f o r m a t i o n h e r e i n i s t o b e r e p r o d u c e d , d i s t r i b u t e d , u s e d o r d i s c l o s e d e i t h e r i n w h ol e o r i n p a r t e x c e p t a s a u t h o r i z e d b y R a m a k e r . © C o p y r i g h t 2 0 2 1 - R a m a k e r - A l l r i g h t s r e s e r v e d Au t o d e s k D o c s : / / 5 5 0 4 7 - A l o f t - W a u k e e I A / 5 5 0 4 7 - A R H - A L O F T - W A U K E E- I A - R 2 0 2 2 . r v t 9/ 2 6 / 2 0 2 2 9 : 3 2 : 1 6 A M CITY - A204 3D VIEWS 55047 WAUKEE HOTEL, LLC ALOFT HOTELS BY MARRIOTT - 126 UNIT 4-STORIES 09/15/2022 DR A W N B Y : C J W CH E C K E D B Y : K H PROGRESS SET WAUKEE, IA SCALE:1 3D PERSPECTIVE - LOOKING SOUTH SCALE:2 LOOKING NW 3D VIEW SCALE:3 LOOKING SE 3D VIEW REV DATE