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HomeMy WebLinkAbout2022-12-05 J06A-C Rialto Plat 1_Preliminary Plat, Final Plat, Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: December 5, 2022 AGENDA ITEM: Consideration of approval of resolutions approving a preliminary plat, final plat and site plan for Rialto FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Hubbell Development Services requests approval of a preliminary plat, final plat and site plan to authorize the construction of a townhome development. The site plan identifies a total of 123 townhome units. The plat includes two lots. Lot 1 is 14.11-acres in area and will include 115 units and Lot 2 is 1.08-acres in area and will include 8 units. Lot 1 will also include a clubhouse buildings with a pool, a maintenance shop, and a fenced-in dog park. The density proposed is 8.08 units per acres. The units will be renter-occupied. Building sizes include mainly 3- and 4-unit buildings. One 2-unit building is proposed. The square footages for the individual units range in size between 1,220 square feet and 2,175 square feet. All units are either one- or two-story buildings. All units will have a one car or two-car attached garage. Trash and recycling services will be provided for each unit. Twenty of the units will be accessed directly off of the surrounding public streets. The remaining units will be accessed via internal private streets. Five-foot wide sidewalks will be installed adjacent to the units along the public streets. Several internal private sidewalks will be provided throughout the development in order to provide pedestrian access throughout. A ten-foot-wide trail will be installed at the southwest corner of the plat in order to provide a connection to a public trail that will be located within the City park property to the west. A total of 271 parking spaces are required for the proposed site plan and they are providing 509 parking spaces, this includes 230 spaces within garages. All utilities will be provided to this site as part of the overall development improvements. Stormwater management is provided for in a pond located at the south side of the site. All landscaping requirements have been met. The elevations of the buildings are proposed to be constructed mainly of brick, metal, fiber cement siding, fiber cement panels, architectural metal panels, and asphalt shingles. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the October 11, 2022, Commission Meeting and recommended approval subject to remaining staff comments and review of the legal documents: J6A-C Consider a request from Hubbell Development Services for approval of a Preliminary Plat, Final Plat and Site Plan for Rialto Plat 1 Senior Planner, Melissa DeBoer, provided an outline of the project as shown in the staff report. The applicant, Hubbell Development Services, is requesting approval of a Preliminary Plat, Final Plat and Site Plan for a townhome development generally located south of NW Douglas Parkway and west of NW 10th Street. The parcel contains 15.23-acres and is zoned R-4 Row Dwelling and Townhome Dwelling District with a Planned Development Overlay. Ms. DeBoer explained the property was recently rezoned to allow for townhome development. The site plan includes the construction of 123 townhome units over two lots. One lot is 14.11-acres and will include 115-units and the other lot is 1.08-acres and will include eight (8) units. A clubhouse is also included which will include a pool, maintenance shop and a fenced-in dog park. The proposed buildings are mostly 3-4-units per building, ranging in size from 1,220-square feet to 2,175-square feet. All buildings are one or two-stories and will include two car garages. The applicant is providing 509 parking spaces (230 garage spaces), where 271 are required. Five-foot sidewalks will be installed adjacent to the units along the public streets. Several internal sidewalks will be provided for pedestrian access through the site. A 10-foot trail will be installed in the southwest corner of the site to provide a connection to a public trail that will be located in the City park to the west. Six buildings will be serviced with public utilities, while the others will be serviced with private utilities. Storm water detention will be provided in a pond on the south side of the site. Private utilities and the pond will be the responsibility of the owner. Elevations were provided for review which include materials such as Brick, Metal, Fiber Cement Siding, Fiber Cement Panels, Architectural Metal Panels and asphalt shingles. Multiple color schemes and unit designs have been proposed to provide differentiation between buildings. The Clubhouse and Maintenance Shop will utilize the same materials. Parkland Dedication will be provided with the dedication of an outlot within Alder Point to the south and southwest of Rialto. This dedication will satisfy the parkland requirements for both Rialto and Alder Point. A landscape buffer has been proposed in the northwest corner of Lot 1 to provide screening from the single-family homes. The Final Plat, parking, landscaping, open space and lighting requirements all meet the site plan and subdivision ordinances and staff recommended approval of the Preliminary Plat, Final Plat and Site Plan for Rialto Plat 1 subject to remaining staff comments and review of the legal documents. Motion was made by Angie Tessau to approve the Preliminary Plat. The motion was seconded by Kullen Koelker. On voice vote: All ayes: Motion carries 6-0 Motion was made by Luke Streit to approve the Final Plat. The motion was seconded by Kullen Koelker. On voice vote: All ayes: Motion carries 6-0 Motion was made by Luke Streit to approve the Site Plan. The motion was seconded by Kullen Koelker. On voice vote: All ayes: Motion carries 6-0 STAFF REVIEW AND COMMENT: Staff recommends approval of the preliminary plat, final plat and site plan subject to remaining staff comments and review of the legal documents. RECOMMENDATION: Approve the resolutions subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolutions II. Staff Report III. Preliminary Plat / Site Plan IV. Final Plat V. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE RIALTO PRELIMINARY PLAT 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 reviewed and recommended approval of a Preliminary Plat for Rialto on October 11, 2022; AND, WHEREAS, the Preliminary Plat for Rialto is in general conformance with section §176 - Subdivision Regulations of the Waukee Municipal Code. NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this the 5th day of December, 2022 that the Preliminary Plat for Rialto be 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 THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE FINAL PLAT FOR RIALTO PLAT 1 IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, HRC Alder Point, LLC, has requested final plat approval of Rialto Plat 1 (the “Plat”); AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat on October 11, 2022, subject to remaining staff comments and review of the legal documents; AND, WHEREAS, the Final Plat for Rialto Plat 1 and the documents relating thereto will comply with Section §176 - Subdivision Regulations of the Waukee Municipal Code. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 5th day of December, 2022, that the Final Plat for Rialto Plat 1 be and the same is hereby accepted and approved by the City Council of the City of Waukee. BE IT FURTHER RESOLVED that the City of Waukee does hereby accept the following easements and documents to be filed with the Plat: 1. Public Sanitary Sewer Easement; 2. Public Storm Sewer Easement; 3. Public Utility Easement; 4. Public Water Main Easement; 5. Public Storm Water Detention Easement; 6. Public Ingress/Egress Easement; 7. Public Overland Flowage Easement; 8. Private Storm Sewer Easement; 9. Private Landscape Buffer Easement; and 10. Private Overland Flowage Easement. ____________________________ 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 THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE SITE PLAN FOR RIALTO 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 Rialto, subject to remaining staff comments on October 11, 2022; AND, WHEREAS, the Site Plan for Rialto is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Rialto 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 Rialto 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: Rialto – Preliminary Plat, Final Plat & Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner REPORT DATE: October 7, 2022 MEETING DATE: October 11, 2022 GENERAL INFORMATION Applicant: Hubbell Development Services Owner: HRC Alder Point, LLC Owner’s Representative: Ryan Hardisty, PE with Civil Design Advantage Request: The applicant is requesting approval of a preliminary plat, final plat and site plan for a townhome development. Location and Size: Property is generally located south of NW Douglas Parkway and west of NW 10th Street, containing approximately 15.23-acres. AREA MAP ABOVE: Aerial of property identifying the proposed development (outlined in BLUE). October 7, 2022 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Single Family Residential, Medium Density Residential, & Open Space R-4 (Row Dwelling & Townhome District)/PD-1 (Planned Development Overlay) North Undeveloped Single Family Residential R-2 (One & Two Family Residential District) / PD-1 (Planned Development Overlay) South Stratford Crossing Medium Density Residential & Open Space R-3 (Multi-Family Residential District) & C-1 (Community & Highway Service Commercial District) East Vacant - Undeveloped Single Family Residential, Medium Density Residential & Open Space C-1A (Neighborhood Commercial District) West Stratford Crossing Single Family Residential R-2 (One & Two Family Residential District) HISTORY The subject property was recently rezoned to allow for the development of townhomes. PROJECT DESCRIPTION The site plan identifies a total of 123 townhome units. The plat includes two lots. Lot 1 is 14.11-acres in area and will include 115 units and Lot 2 is 1.08-acres in area and will include 8 units. Lot 1 will also include a clubhouse building with a pool, a maintenance shop, and a fenced-in dog park. The density proposed is 8.08 units per acre. The units will be renter-occupied. Building sizes shown include mainly 3- and 4-unit buildings. One 2-unit building is proposed. The planned square footages for the individual units range in size between 1,220 square feet and 2,175 square feet. All buildings proposed are either one- or two-story buildings. All units will have a two-car attached garage. PARKING A total of 271 parking spaces are required. The site plan identifies a total of 509 spaces being provided. This total includes 230 spaces within garages. STREETS AND TRAIL Twenty of the units will be accessed directly off of the public streets, NW Yorktown Drive and NW Sproul Drive, and the remaining units will be accessed via internal private streets. Five-foot wide sidewalks will be installed adjacent to the units along the public streets. Several private internal sidewalks will be provided throughout the development in order to provide pedestrian access throughout. A 10-foot wide trail will be installed at the southwest corner of the plat in order to provide a connection to a public trail that will be located in the City park property to the west. October 7, 2022 3 of 3 UTILITIES Six of the buildings, the ones directly off the public streets, will be serviced with public utilities. All other units will be serviced by private utilities extended through the development. Stormwater detention will be provided in a pond in the south side of the site. The owner will be responsible for the maintenance of the pond and private utilities. Garbage and recycling services will be provided for each unit. EASEMENTS All proposed easements have been indicated on the final plat. A landscape buffer will be installed at the northwest corner of Lot 1 in order to provide a buffer for the adjacent single-family lots. PARKLAND DEDICATION Parkland dedication will be provided with the dedication of an outlot within the Alder Point plat located to the south and southeast of the proposed Rialto plat. This will satisfy the parkland dedication requirement for both this plat and Alder Point which includes the single-family lots to the north and west of the proposed Rialto project. BUILDING ELEVATIONS Elevations of the buildings have been provided. The proposed building elevations meet the requirements of the Site Plan Ordinance and the Planned Development. Proposed materials include brick, metal, fiber cement siding, fiber cement panels, architectural metal panels, and asphalt shingles. Multiple color schemes and unit designs have been proposed to provide differentiation between the buildings. The clubhouse and maintenance shop buildings will be constructed with the same materials to be consistent the townhome buildings. STAFF RECOMMENDATION The final plat is in general conformance with the Subdivision Ordinance, and the proposed land use of the property is consistent with the Comprehensive Plan. Staff recommends approval of the preliminary plat, final plat and site plan for Rialto subject to remaining staff comments and review of the legal documents. RIALTO 4121 NW URBANDALE DRIVE, URBANDALE, IA 50322 PH: (515) 369-4400 CIVIL DESIGN ADVANTAGE UTILITY WARNING PROJECT SITE ADDRESS ZONING INDEX OF SHEETS VICINITY MAP GENERAL LEGEND LEGAL DESCRIPTION RIALTO SITE PLAN/PRELIMINARY PLAT FOR: WAUKEE, IOWA l l l l l l www.iowaonecall.com 1-800-292-8989 ONE CALL IOWA ONE CALL Know what's before you dig. below.Call WAUKEE, IOWA DEVELOPMENT SUMMARY PARKING REQUIREMENTS SUBMITTAL DATES ARCHITECT SURVEYOR OWNER ENGINEER APPLICANT PRELIMI N A R Y NOT FOR C O N S T R U C T I O N N. W A R R I O R L A N E NW 1 0 T H S T R E E T HICKMAN ROAD SITE NW DOUGLAS PARKWAY PARKLAND DEDICATION SEC/TWP/RNG: 29-79-26 NW YORKTOWN DR NW S P R O U L D R I V E NW PETERSEN DRIVE NW P E T E R S E N D R I V E Δ=3°43'37" L=24.72' R=380.00' CH=24.71' CHB=S01°53'24"E S00°01'35"E 209.43' Δ=90°00'00" L=39.27' R=25.00' CH=35.36' CHB=S45°01'35"E N89°58'25"E 180.01' N00°00'32"W 146.93' S89°58'33"W 65.05' N00°01'35"W 125.35' S89°58'25"W 72.57' N84°57'19"E 70.14' N59°51'38"E 56.32' N02°38'53"W 27.43' N87°21'07"E 100.00' N02°38'53"W 100.47' Δ=23°44'27" L=178.17' R=430.00' CH=176.90' CHB=S78°09'21"E N89°58'25"E 625.75' S0 0 ° 0 1 ' 3 5 " E 3 4 9 . 7 4 ' S3 3 ° 1 5 ' 3 2 " W 1 0 0 . 0 0 ' S46 ° 5 4 ' 0 3 " W 2 9 5 . 0 0 ' S22°22'14"W 50.00'S89°57'31"W 683.40' N0 0 ° 0 6 ' 4 4 " E 1 8 3 . 4 7 ' N44°53'16"W 56.57' N0 0 ° 0 6 ' 4 4 " E 3 2 7 . 2 9 ' NW YORKTOWN DR NW 1 0 T H S T LOT 1 LOT 2 OUTLOT 'Z' 3.59 ACRES CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 EX I S T I N G S I T E 22 NW YORKTOWN DR NW S P R O U L D R I V E NW PETERSEN DRIVE NW P E T E R S E N D R I V E N84°57'19"E 70.14' N59°51'38"E 56.32' N02°38'53"W 27.43' N87°21'07"E 100.00' N02°38'53"W 100.47' Δ=23°44'27" L=178.17' R=430.00' CH=176.90' CHB=S78°09'21"E N89°58'25"E 625.75' S0 0 ° 0 1 ' 3 5 " E 3 4 9 . 7 4 ' S3 3 ° 1 5 ' 3 2 " W 1 0 0 . 0 0 ' S46 ° 5 4 ' 0 3 " W 2 9 5 . 0 0 ' S22°22'14"W 50.00'S89°57'31"W 683.40' N0 0 ° 0 6 ' 4 4 " E 1 8 3 . 4 7 ' N0 0 ° 0 6 ' 4 4 " E 3 2 7 . 2 9 ' N44°53'16"W 56.57' NW YORKTOWN DR Δ=3°43'37" L=24.72' R=380.00' CH=24.71' CHB=S01°53'24"E S00°01'35"E 209.43' Δ=90°00'00" L=39.27' R=25.00' CH=35.36' CHB=S45°01'35"E N89°58'25"E 180.01' N00°00'32"W 146.93' S89°58'33"W 65.05' N00°01'35"W 125.35' S89°58'25"W 72.57' LOT 1 LOT 2 S79°03'57"W 69.49' CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 DI M E N S I O N P L A N O V E R A L L 3 GENERAL NOTES PAVEMENT THICKNESS BUILDING INFORMATION NW YORKTOWN DR NW M A R C O N I L A N E NW VILLETTA LANE 1068 1066 1064 1062 1048 1046 1044 1042 1175 1173 1171 1155 1153 1151 1135 84 8 84 6 84 4 84 2 82 8 82 6 82 4 82 2 1186 1184 1182 1166 1164 1162 1146 1144 1142 80 8 CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 DI M E N S I O N P L A N 4 NW L I N O S A D R I V E NW VILLETTA LANE 1046 1044 1042 1151 1135 1146 1144 1142 1028 1026 1024 1022 865 1133 1131 1115 1113 1111 1126 1124 1122 1106 1104 1102 84 7 84 3 83 7 83 3 817 1111111311151117113111331135113711511153 N W S P R O U L D R I V E CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 DI M E N S I O N P L A N 5 NW LINOSA DRIVE NW M A R C O N I L A N E 11351137115111531155115711711173117511771191119311951197 80 8 80 6 80 4 80 2 79 2 79 0 78 8 78 6 78 0 77 4 76 8 76 2 76 1 76 3 76 5 76 7 78 1 78 3 78 5 78 7 1188 1186 1184 1182 1168 1166 1164 1162 1148 1146 1144 1142 CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 DI M E N S I O N P L A N 6 NW LINOSA DRIVE NW L I N O S A D R I V E 817 111111131115111711311133113511371151 1148 1146 1144 1142 1128 1126 1124 1122 1108 1106 1104 1102 813 807 803 CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 DI M E N S I O N P L A N 7 NW PETER S E N D R I V E NW S P R O U L D R I V E 1013 1011 91 1 91 7 92 3 92 9 93 5 94 1 CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 DI M E N S I O N P L A N 8 NW YORKTOWN DR NW S P R O U L D R I V E NW P E T E R S E N D R I V E NW YORKTOWN DR CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 GR A D I N G P L A N O V E R A L L 9 GRADING NOTES G.O.E.=1023.75 G.O.E.=1025.00 G.O.E.=1014.55 G.O.E.=1015.45 G.O.E.=1013.70 G.O.E.=1014.50 G.O.E.=1014.85G.O.E.=1014.25 G.O.E.=1015.30 F.F.E.=1014.03 F.F.E.=1014.83 F.F.E.=1015.18 F.F.E.=1014.88 F.F.E.=1015.78 F.F.E.=1015.63 F.F.E.=1014.58 F.F.E.=1024.08 F.F.E.=1025.33 B.F.E.=1014.08 B.F.E.=1015.33 NW YORKTOWN DRIVE NW M A R C O N I L A N E NW VILLETTA LANE CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 GR A D I N G P L A N 10 G.O.E.=1025.00 G.O.E.=1025.20 G.O.E.=1015.45 G.O.E.=1015.55 G.O.E.=1014.60 G.O.E.=1014.35G.O.E.=1014.85 G.O.E.=1013.55 G.O.E.=1011.30G.O.E.=1012.10 G.O.E.=1012.10 F.F.E.=1015.20 F.F.E.=1015.18 F.F.E.=1014.68 F.F.E.=1013.88 F.F.E.=1015.78 F.F.E.=1015.88 F.F.E.=1014.93 F.F.E.=1012.43 F.F.E.=1025.33 F.F.E.=1025.53 B.F.E.=1015.33 B.F.E.=1015.53 F.F.E.=1013.15 F.F.E.=1013.60 F.F.E.=1012.80 NW L I N O S A D R I V E NW VILLETTA LANE N W S P R O U L D R I V E CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 GR A D I N G P L A N 11 G.O.E.=1012.10G.O.E.=1011.65G.O.E.=1011.30G.O.E.=1011.75 G.O.E.=1012.80 G.O.E.=1011.80 G.O.E.=1011.20 G.O.E.=1010.40 G.O.E.=1011.00 G.O.E.=1010.40 G.O.E.=1010.30 G.O.E.=1011.00 F.F.E.=1013.13 F.F.E.=1012.13 F.F.E.=1011.53 F.F.E.=1010.73 F.F.E.=1011.33 F.F.E.=1010.73 F.F.E.=1010.63 F.F.E.=1011.33 F.F.E.=1013.25 F.F.E.=1012.80 F.F.E.=1013.15 F.F.E.=1013.60 NW LINOSA DRIVE NW M A R C O N I L A N E CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 GR A D I N G P L A N 12 G.O.E.=1011.30G.O.E.=1012.10 G.O.E.=1011.00 G.O.E.=1010.35 G.O.E.=1010.55 G.O.E.=1010.60 F.F.E.=1011.33 F.F.E.=1010.68 F.F.E.=1010.88 F.F.E.=1010.93 F.F.E.=1013.60 F.F.E.=1012.80 NW LINOSA DRIVE NW L I N O S A D R I V E CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 GR A D I N G P L A N 13 F.F.E.=1020.78 G.O.E.=1020.45 G.O.E.=1016.03 F.F.E.=1020.78 G.O.E.=1020.45 F.F.E.=1016.36 NW PETER S E N D R I V E NW S P R O U L D R I V E CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 GR A D I N G P L A N 14 F.F.E.=1015.20 CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 GR A D I N G P L A N - S I D E W A L K R A M P D E T A I L S 15 DETAIL 'A' DETAIL 'B' DETAIL 'C' DETAIL 'D' DETAIL 'E' CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 GR A D I N G P L A N - S I D E W A L K R A M P D E T A I L S 16 DETAIL 'F'DETAIL 'G'DETAIL 'H' DETAIL 'I'DETAIL 'J'DETAIL 'K' l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l llllllllllll l l l l l l l l l l l l llllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l llllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllll l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l l l l lllll l l l l llllll l l l l l l lllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllll ll l l l l l l l l l l l l l l l l NW YORKTOWN DRIVE DA 1 13.76 AC EX. TSB#1 NW S P R O U L D R I V E NW PETERSEN DRIVE NW P E T E R S E N D R I V E DA 1 13.76 AC R TSB # l l l l SWPPP LEGEND VICINITY MAP WAUKEE, IOWA DISCHARGE POINT SUMMARY STABILIZATION QUANTITIES CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : TE C H : RE V I S I O N S DA T E WA U K E E , I O W A FI R S T S U B M I T T A L 07 / 0 5 / 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 ER O S I O N A N D S E D I M E N T C O N T R O L P L A N NOTES: 17 27 N. W A R R I O R L A N E NW 1 0 T H S T R E E T HICKMAN ROAD SITE NW DOUGLAS PARKWAY SE C O N D S U B M I T T A L 07 / 2 6 / 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 2 NW YORKTOWN DRIVE NW S P R O U L D R I V E NW PETERSEN DRIVE NW P E T E R S E N D R I V E NW 1 0 T H S T R E E T NW YORKTOWN DRIVE CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 UT I L I T Y P L A N O V E R A L L 18 UTILITY NOTES NW YORKTOWN DRIVE NW M A R C O N I L A N E NW VILLETTA LANE CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 UT I L I T Y P L A N 19 NW L I N O S A D R I V E NW VILLETTA LANE N W S P R O U L D R I V E CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 UT I L I T Y P L A N 20 NW LINOSA DRIVE NW M A R C O N I L A N E CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 UT I L I T Y P L A N 21 NW LINOSA DRIVE NW L I N O S A D R I V E CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 UT I L I T Y P L A N 22 NW YORKTOWN DR NW S P R O U L D R CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 UT I L I T Y P L A N 23 MATCH LINE MATCH LINE PLANT SCHEDULE OPEN SPACE PLANT SCHEDULE NW BUFFER CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 LA N D S C A P E P L A N 24 LANDSCAPE BUFFER REQUIREMENTS LANDSCAPE REQUIREMENTSLANDSCAPE NOTES OPEN SPACE REQUIREMENTS MATCH LINE MATCH LINE PLANT SCHEDULE OPEN SPACE CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 LA N D S C A P E P L A N 25 CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 DE T A I L S 26 WATER SERVICE CONNECTION ROCK APRON FOR PIPE OUTLET 6" STANDARD CURB 12" SUBGRADE PREPARATION SIDEWALK CLASS 'A' INTEGRAL CURB 3" INTEGRAL ROLLED CURB 6" TO 3" CURB TRANSITION ° CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O EN G I N E E R : R A H TE C H : B D H RE V I S I O N S DA T E WA U K E E , I O W A 27 FI R S T S U B M I T T A L 07 / 0 5 / 2 0 2 2 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I O W A 5 0 3 2 2 SE C O N D S U B M I T T A L 07 / 2 6 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 1 2 / 2 0 2 2 FO U R T H S U B M I T T A L 09 / 0 2 / 2 0 2 2 FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 10 / 1 4 / 2 0 2 2 DE T A I L S 27 CLUBHOUSE & DOG PARK FENCE SANITARY SEWER SERVICE RISER HYDRANT ASSEMBLY DETAIL ° LOT 2 LOT 1 N79°03'57"E 69.49' Δ=3°43'37" L=24.72' R=380.00' CH=24.71' CHB=N01°53'24"W N0 0 ° 0 1 ' 3 5 " W 2 0 9 . 4 3 ' Δ=90°00'00" L=39.27' R=25.00' CH=35.36' CHB=N45°01'35"W S89°58'25"W 180.01' S0 0 ° 0 0 ' 3 2 " E 1 4 6 . 9 3 ' N89°58'33"E 65.05' S0 0 ° 0 1 ' 3 5 " E 1 2 5 . 3 5 ' N89°58'25"E 72.57' N87°21'07"E 100.00' N02°38'53"W 100.47'Δ=23°44'27" L=178.17' R=430.00' CH=176.90' CHB=S78°09'21"E N89°58'25"E 625.75' S0 0 ° 0 1 ' 3 5 " E 3 4 9 . 7 4 ' S3 3 ° 1 5 ' 3 5 " W 10 0 . 0 0 ' S46 ° 5 4 ' 0 3 " W 2 9 5 . 0 0 ' S22°22'14"W 50.00' S89°57'31"W 683.40' N0 0 ° 0 6 ' 4 4 " E 1 8 3 . 4 7 ' N44°53'16"W 56.57' N0 0 ° 0 6 ' 4 4 " E 3 2 7 . 2 9 ' N84°57'19"E 70.14' N59°51'38"E 56.32' N02°38'53"W 27.43' RIALTO PLAT 1 FINAL PLAT ENGINEER / SURVEYOR FUTURE NW YORKTOWN DRIVE (PUBLIC) CI V I L D E S I G N A D V A N T A G E 2204.289 RI A L T O P L A T 1 EN G I N E E R : TE C H : RE V I S I O N S DA T E WA U K E E , I O W A 1 -- 00 / 0 0 / 0 0 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 RE V I E W : 1 FI N A L P L A T LEGEND DATE OF SURVEY PLAT DESCRIPTION NOTES PRELIMI N A R Y NOT FOR C O N S T R U C T I O N VICINITY MAP WAUKEE, IOWA OWNER N. W A R R I O R L A N E NW 1 0 T H S T R E E T HICKMAN ROAD SITE NW DOUGLAS PARKWAY ZONING FU T U R E N W SP R O U L D R I V E BULK REGULATIONSDEVELOPER CURVE DATA INDEX LEGEND (P U B L I C ) FINISHED FLOOR 0" TRUSS BEARING 10' - 1 1/8" 4 A-301 3 A-301 D D D A A BBC D D D MTL BRK BRK MTL BRK FCP FCP 101.1 FAS FAS FAS FAS FAS BRK BRK 4 " / 1 2 "4" / 12"4" / 12" FCT FCT FINISHED FLOOR 0" TRUSS BEARING 10' - 1 1/8" 4 A-301 3 A-301 FCB FCB RF RF MTL BRK FCP FAS FAS FAS GUT3" / 1 2 " 3" / 1 2 " 4" / 12"4 " / 1 2 "4" / 12" A A A A106 TRM TRM FINISHED FLOOR 0" TRUSS BEARING 10' - 1 1/8" 2 A-301 FCBFCP BRK MTL BRK RF RF RF FCP FAS GUT FAS4" / 1 2 " 4" / 1 2 " 4" / 1 2 " 3" / 12" BRK FCT TRM FINISHED FLOOR 0" TRUSS BEARING 10' - 1 1/8" 2 A-301 FCB MTL RF RF FCP FCP BRK E E BRK109.1 BRK B B 4" / 1 2 " 4" / 1 2 " 3 " / 1 2 "FASFAS GUT FCT TRM GUT FINISHED FLOOR 0" T.O TRUSS SHED 9' - 1 1/8" TRM TRM FCB2 FINISHED FLOOR 0" T.O TRUSS SHED 9' - 1 1/8" TRMTRM FCB2 FINISHED FLOOR 0" 1 A-301 T.O TRUSS SHED 9' - 1 1/8" RF TRM FCB2 BRK FINISHED FLOOR 0" 1 A-301 T.O TRUSS SHED 9' - 1 1/8" TRM TRM FCB2 Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA J: \ 2 0 2 2 \ 2 2 0 1 1 U A v e n u e - S i n g l e F a m i l y R e n t a l s , W a u ke e , I A \ C A D - A r c h \ 2 2 0 1 1 _ P e t e r s o n C l u b h o u s e . r v t 10 / 7 / 2 0 2 2 1 : 5 3 : 0 7 P M RI A L T O C L U B H O U S E & S H E D U A V E N U E WA U K E E , I O W A 22011 M-201 EXTERIOR ELEVATIONS SP 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 7. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 8. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 9. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 10. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 11. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 12. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 13. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES: SCALE:1/8" = 1'-0"8 WEST ELEVATION SCALE:1/8" = 1'-0"7 EAST ELEVATION SCALE:1/8" = 1'-0"6 SOUTH ELEVATION SCALE:1/8" = 1'-0"5 NORTH ELEVATION EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR (CLASS A) FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE (CLASS B) FCB2 FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH,COLOR - GRAY FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK (CLASS B) FCT 4/4 HARDIE TRIM BOARD, SMOOTH, COLORPLUS, ARCTIC BLACK GUT PREFINISHED OVERSIZED GUTTER, COLOR - BLACK MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY (CLASS B) RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM 4/4 HARDIE TRIM BOARD, SMOOTH, COLORPLUS, ARCTIC BLACK SCALE:1/8" = 1'-0"4 SHED EAST ELEVATION SCALE:1/8" = 1'-0"2 SHED WEST ELEVATION SCALE:1/8" = 1'-0"3 SHED SOUTH ELEVATION SCALE:1/8" = 1'-0"1 SHED NORTH ELEVATION Rev. # Issue / Revision Date CL U B H O U S E & S H E D MTL MTL BRKBRK FCP FCB FCP FCB FCB BRK BRK FAS VIS RF FCB FCB ? VIS FCP MTL FCBFCB FAS FCB VIS RF VIS FCB ? 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . SAA C: \ U s e r s \ m v a n d a l e n \ O n e D r i v e - S A A \ D o c u m e n t s \ 2 2 0 1 1 _ P et e r s o n T o w n h o u s e s _ 4 - P l e x T w o - S t o r y T w o C a r G a r a g e _ Ca r b o n _ m v a n d a l e n 9 9 . r v t 10 / 7 / 2 0 2 2 1 : 2 7 : 5 2 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I O W A 22011 M-201 DELLA 4-PLEX EXT ELEV - SCHEME A SP SCALE:1/8" = 1'-0"4 DELLA (4-PLEX) FRONT ELEVATION - SCHEME A SCALE:1/8" = 1'-0"2 DELLA (4-PLEX) SIDE ELEVATION - SCHEME A SCALE:1/8" = 1'-0"3 DELLA (4-PLEX) REAR ELEVATION - SCHEME A SCALE:1/8" = 1'-0"1 DELLA (4-PLEX) SIDE ELEVATION - SCHEME A DE L L A ( 4 -P L E X ) FRONT ELEVATION = 1568 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 315 SF (20%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK W/ FRY REGLET COLOR MATCH REVEALS MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM FIBER CEMENT TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 1 30% Set 07-15-2022 4 Site Plan Submittal 06-09-2022 5 2nd Site Plan Submittal 07-25-2022 6 3rd Site Plan Submittal 08-12-2022 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES BRK FCB BRK FCB MTLMTL FCP FCP BRK VIS FCP FCB MTL FCP FCP VIS FCP FCPVIS FCP VIS Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . SAA C: \ U s e r s \ m v a n d a l e n \ O n e D r i v e - S A A \ D o c u m e n t s \ 2 2 0 1 1 _ P et e r s o n T o w n h o u s e s _ 4 - P l e x T w o - S t o r y T w o C a r G a r a g e _ Ca r b o n _ m v a n d a l e n 9 9 . r v t 10 / 7 / 2 0 2 2 1 : 2 7 : 5 3 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I O W A 22011 M-202 DELLA 4-PLEX EXT ELEV - SCHEME B SP DE L L A ( 4 -P L E X ) SCALE:1/8" = 1'-0"4 DELLA FRONT ELEVATION - SCHEME B SCALE:1/8" = 1'-0"3 DELLA REAR ELEVATION - SCHEME B SCALE:1/8" = 1'-0"2 DELLA SIDE ELEVATION - SCHEME B SCALE:1/8" = 1'-0"1 DELLA SIDE ELEVATION - SCHEME B FRONT ELEVATION = 1568 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 315 SF (20%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK W/ FRY REGLET COLOR MATCH REVEALS MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM FIBER CEMENT TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 5 2nd Site Plan Submittal 07-25-2022 6 3rd Site Plan Submittal 08-12-2022 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES MTL BRK FCP FCB RF FCB FAS VIS BRK FAS FCB RF MTL FCB VIS VIS RF FCB MTL FCB FCB FAS VIS FAS Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . SAA C: \ U s e r s \ m v a n d a l e n \ O n e D r i v e - S A A \ D o c u m e n t s \ 2 2 0 1 1 _ P et e r s o n T o w n h o u s e s _ 4 - P l e x T w o - S t o r y T w o C a r G a r a g e _ Ca r b o n _ m v a n d a l e n 9 9 . r v t 10 / 7 / 2 0 2 2 1 : 2 7 : 5 3 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I O W A 22011 M-203 DELLA 2-PLEX EXT ELEV - SCHEME A SP DE L L A ( 2 -P L E X ) SCALE:1/8" = 1'-0"4 DELLA (2-PLEX) FRONT ELEVATION - SCHEME A SCALE:1/8" = 1'-0"3 DELLA (2-PLEX) REAR ELEVATION - SCHEME A SCALE:1/8" = 1'-0"2 DELLA (2-PLEX) SIDE ELEVATION - SCHEME A SCALE:1/8" = 1'-0"1 DELLA (2-PLEX) SIDE ELEVATION - SCHEME A MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK W/ FRY REGLET COLOR MATCH REVEALS MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM FIBER CEMENT TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK EXTERIOR MATERIAL CALCULATIONS FRONT ELEVATION = 703 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 142 SF (20%) Rev. # Issue / Revision Date 1 30% Set 07-15-2022 5 2nd Site Plan Submittal 07-25-2022 6 3rd Site Plan Submittal 08-12-2022 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES FCB BRK MTL FCP FCB BRK VIS VIS FCP VIS FCB FCP FCB Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . SAA C: \ U s e r s \ m v a n d a l e n \ O n e D r i v e - S A A \ D o c u m e n t s \ 2 2 0 1 1 _ P et e r s o n T o w n h o u s e s _ 4 - P l e x T w o - S t o r y T w o C a r G a r a g e _ Ca r b o n _ m v a n d a l e n 9 9 . r v t 10 / 7 / 2 0 2 2 1 : 2 7 : 5 4 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I O W A 22011 M-204 DELLA 2-PLEX EXT ELEV - SCHEME B SP DE L L A ( 2 -P L E X ) SCALE:1/8" = 1'-0"4 DELLA (2-PLEX) FRONT ELEVATION - SCHEME B SCALE:1/8" = 1'-0"3 DELLA (2-PLEX) REAR ELEVATION - SCHEME B SCALE:1/8" = 1'-0"2 DELLA (2-PLEX) SIDE ELEVATION - SCHEME B SCALE:1/8" = 1'-0"1 DELLA (2-PLEX) SIDE ELEVATION - SCHEME B FRONT ELEVATION = 703 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 142 SF (20%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK W/ FRY REGLET COLOR MATCH REVEALS MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM FIBER CEMENT TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 5 2nd Site Plan Submittal 07-25-2022 6 3rd Site Plan Submittal 08-12-2022 MTL FCP FCB BRK BRK FCP FCB BRK FCP MTL FCB FASFAS FAS FAS FASRF VIS VIS RF RF MTL MTLMTL FAS FAS FAS DS VIS VIS VIS RF RF FCP FCPMTL FCB FCB MTL FCP FCB MTL FCB TRM FAS FAS FAS FAS FAS FAS RF RF MTLMTL FAS FAS FCB DS 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA C: \ U s e r s \ m v a n d a l e n \ O n e D r i v e - S A A \ D o c u m e n t s \ 2 2 0 1 1 _ P et e r s o n T o w n h o u s e s _ 3 - P l e x O n e - S t o r y T o w n h o u s e s _ W a l n ut & B i r c h _ m v a n d a l e n 9 9 . r v t 10 / 7 / 2 0 2 2 1 : 3 5 : 5 3 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I O W A 22011 M-201 LAZIO EXT ELEVATIONS - SCHEME A SP SCALE:1/8" = 1'-0"4 LAZIO FRONT ELEVATION - SCHEME A SCALE:1/8" = 1'-0"1 LAZIO SIDE ELEVATION - SCHEME A SCALE:1/8" = 1'-0"3 LAZIO REAR ELEVATION - SCHEME A SCALE:1/8" = 1'-0"2 LAZIO SIDE ELEVATION- SCHEME A FRONT ELEVATION = 712 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 175 SF (24%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK W/ FRY REGLET COLOR MATCH REVEALS MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM FIBER CEMENT TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 1 30% Set 07-15-2022 4 Site Plan Submittal 06-09-2022 5 3rd Site Plan Submittal 08-12-2022 LA Z I O - C A P R I 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES FCP MTL FCB MTL FCB RF MTL FCP MTL FCB FCB VIS DS DS BRK BRK BRKBRK RF RF FCP MTL FCB MTL FCP FCB FCB FCB MTLFASDS FAS FAS DS VIS VIS VIS FCB FCB FCB RF RF RF MTL FAS FAS DS FCB FCB RF RF MTL FAS FAS DS Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA C: \ U s e r s \ m v a n d a l e n \ O n e D r i v e - S A A \ D o c u m e n t s \ 2 2 0 1 1 _ P et e r s o n T o w n h o u s e s _ 3 - P l e x O n e - S t o r y T o w n h o u s e s _ W a l n ut & B i r c h _ m v a n d a l e n 9 9 . r v t 10 / 7 / 2 0 2 2 1 : 3 5 : 5 4 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I O W A 22011 M-202 LAZIO EXT ELEVATIONS - SCHEME B SP SCALE:1/8" = 1'-0"4 LAZIO FRONT ELEVATION - SCHEME B SCALE:1/8" = 1'-0"3 LAZIO REAR ELEVATION - SCHEME B SCALE:1/8" = 1'-0"2 LAZIO SIDE ELEVATION - SCHEME B SCALE:1/8" = 1'-0"1 LAZIO SIDE ELEVATION - SCHEME B FRONT ELEVATION = 712 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 175 SF (24%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK W/ FRY REGLET COLOR MATCH REVEALS MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM FIBER CEMENT TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 1 30% Set 07-15-2022 4 Site Plan Submittal 06-09-2022 5 3rd Site Plan Submittal 08-12-2022 LA Z I O - C A P R I FCB FCB RF RF FCB FCBFCP BRK TRM FAS FAS BRK MTL BRK BRK FCB VIS VIS FCP FCB MTL MTL FCP MTL RF FAS FCB VIS FAS MTL FCB FAS TRM VIS MTL FCB FCB RF FAS TRM TRM VIS 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA C: \ U s e r s \ m v a n d a l e n \ O n e D r i v e - S A A \ D o c u m e n t s \ 2 2 0 1 1 _ P et e r s o n T o w n h o u s e s _ 3 - P l e x O n e - S t o r y T o w n h o u s e s _ W a l n ut & B i r c h _ m v a n d a l e n 9 9 . r v t 10 / 7 / 2 0 2 2 1 : 3 5 : 5 4 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I O W A 22011 M-203 CAPRI EXT ELEVATIONS - SCHEME A Checker SCALE:1/8" = 1'-0"4 CAPRI FRONT ELEVATION - SCHEME A SCALE:1/8" = 1'-0"3 CAPRI REAR ELEVATION - SCHEME A SCALE:1/8" = 1'-0"2 CAPRI SIDE ELEVATION - SCHEME A SCALE:1/8" = 1'-0"1 CAPRI SIDE ELEVATION - SCHEME A FRONT ELEVATION = 712 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 175 SF (24%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK W/ FRY REGLET COLOR MATCH REVEALS MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM FIBER CEMENT TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 1 30% Set 07-15-2022 4 Site Plan Submittal 06-09-2022 5 3rd Site Plan Submittal 08-12-2022 LA Z I O - C A P R I 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES FCP BRK FCP RF RFVNL-1 FCP BRK FCB MTLMTL FCP BRK BRK FAS DS FAS FAS SILL SILLVIS BRK BRK BRK RF FCB FCP MTL FCB FCP FCB FCPDS FAS FAS VIS FCB FCP FCPVIS FAS RF FCP FCB FAS FAS VIS Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA C: \ U s e r s \ m v a n d a l e n \ O n e D r i v e - S A A \ D o c u m e n t s \ 2 2 0 1 1 _ P et e r s o n T o w n h o u s e s _ 3 - P l e x O n e - S t o r y T o w n h o u s e s _ W a l n ut & B i r c h _ m v a n d a l e n 9 9 . r v t 10 / 7 / 2 0 2 2 1 : 3 5 : 5 5 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I O W A 22011 M-204 CAPRI EXT ELEVATIONS - SCHEME B Checker SCALE:1/8" = 1'-0"4 CAPRI FRONT ELEVATION - SCHEME B SCALE:1/8" = 1'-0"3 CAPRI REAR ELEVATION - SCHEME B SCALE:1/8" = 1'-0"1 CAPRI SIDE ELEVATION - SCHEME B SCALE:1/8" = 1'-0"2 CAPRI SIDE ELEVATION - SCHEME B LA Z I O - C A P R I FRONT ELEVATION = 712 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 175 SF (24%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK W/ FRY REGLET COLOR MATCH REVEALS MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM FIBER CEMENT TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 1 30% Set 07-15-2022 4 Site Plan Submittal 06-09-2022 5 3rd Site Plan Submittal 08-12-2022 MTL MTL MTL RF RF FCP RF FAS MTL FCP FCP MTL FCB FCP FCB FCB RF RF VIS FAS FAS FAS FAS FAS VIS MTL RF RF FCB FCP VIS FAS MTL MTL FCB BRK MTL FCP MTL FCB BRK BRK FCP RFRF FCP FAS FAS FAS FAS FAS FCBFCP BRK 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 7. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 8. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 9. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 10. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 11. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA C: \ U s e r s \ m v a n d a l e n \ O n e D r i v e - S A A \ D o c u m e n t s \ 2 2 0 1 1 _ P et e r s o n T o w n h o u s e s _ 3 - P l e x W a l k - O u t T o w n h o u s e s _ m v a n d al e n 9 9 . r v t 10 / 7 / 2 0 2 2 1 : 3 8 : 0 8 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I A 22011 M-201 EXTERIOR ELEVATIONS - SCHEME A SP SCALE:1/8" = 1'-0"2 SIDE ELEVATION - SCHEME A SCALE:1/8" = 1'-0"3 REAR ELEVATION - SCHEME A SCALE:1/8" = 1'-0"1 SIDE ELEVATION - SCHEME A SCALE:1/8" = 1'-0"4 FRONT ELEVATION - SCHEME A MO N T E C R I S T O FRONT ELEVATION = 833 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 174 SF (20%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK THIN BRICK VENEER, COLOR - GRAY FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING (HARDIE OR EQUAL), 8" REVEAL, COLOR - ARCTIC WHITE FCP FIBER CEMENT PANEL (HARDIE OR EQUAL), COLOR - IRON GRAY W/ BLACK FRY REGLET REVEALS MTL METAL PANEL, VERTICALLY RIBBED WITH CONCEALED FASTENERS, COLOR - GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM VINYL TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 1 30% Set 07-15-2022 4 Site Plan Submittal 06-09-2022 5 2nd Site Plan Submittal 07-25-2022 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 7. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 8. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 9. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 10. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 11. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES MTL FCB FCP BRK FCB FCP FCP FCP FCB MTL FCP BRK RF RFFAS FAS FCB BRK BRK BRK BRK ? FCP MTL FCB FCP FCB FCP MTL FCB FCB RF RFFAS VIS FAS RF MTL RF FCB FCB FCB RF FAS FCP RF RF FAS MTL Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA C: \ U s e r s \ m v a n d a l e n \ O n e D r i v e - S A A \ D o c u m e n t s \ 2 2 0 1 1 _ P et e r s o n T o w n h o u s e s _ 3 - P l e x W a l k - O u t T o w n h o u s e s _ m v a n d al e n 9 9 . r v t 10 / 7 / 2 0 2 2 1 : 3 8 : 0 9 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I A 22011 M-202 EXTERIOR ELEVATIONS - SCHEME B SP MO N T E C R I S T O SCALE:1/8" = 1'-0"4 FRONT ELEVATION - SCHEME B SCALE:1/8" = 1'-0"3 REAR ELEVATION - SCHEME B SCALE:1/8" = 1'-0"2 SIDE ELEVATION - SCHEME B SCALE:1/8" = 1'-0"1 SIDE ELEVATION - SCHEME B FRONT ELEVATION = 833 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 174 SF (20%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK THIN BRICK VENEER, COLOR - GRAY FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING (HARDIE OR EQUAL), 8" REVEAL, COLOR - ARCTIC WHITE FCP FIBER CEMENT PANEL (HARDIE OR EQUAL), COLOR - IRON GRAY W/ BLACK FRY REGLET REVEALS MTL METAL PANEL, VERTICALLY RIBBED WITH CONCEALED FASTENERS, COLOR - GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM VINYL TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 5 2nd Site Plan Submittal 07-25-2022 FCP FCP FCP RF RF RF RF MTL DS FCP MTL FCB VIS FCP FCB MTL FCP FCP RFRF FCPFCPFCP RF MTL RF RF FCP FCP MTL MTL FCP FAS FAS RF RF FAS FAS FCP FCP FCB DS BRK FCB BRK BRK BRK 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA C: \ U s e r s \ m v a n d a l e n \ O n e D r i v e - S A A \ D o c u m e n t s \ 2 2 0 1 1 _ P et e r s o n T o w n h o u s e s _ 3 - P l e x O n e - S t o r y T o w n h o u s e s _ m v a n da l e n 9 9 . r v t 10 / 7 / 2 0 2 2 1 : 4 0 : 0 5 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I A 22011 M-201 EXTERIOR ELEVATIONS - SCHEME A SP SCALE:1/8" = 1'-0"2 SIDE ELEVATION - SCHEME A SCALE:1/8" = 1'-0"3 REAR ELEVATION - SCHEME A SCALE:1/8" = 1'-0"1 SIDE ELEVATION - SCHEME A SCALE:1/8" = 1'-0"4 FRONT ELEVATION - SCHEME A NO V A FRONT ELEVATION = 737 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 151 SF (20%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR DS <varies> FAS VINYL FASCIA BOARD, SMOOTH, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK W/ FRY REGLET COLOR MATCH REVEALS MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM FIBER CEMENT TRIM BOARD, SMOOTH, COLOR - WHITE EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 1 30% Set 07-15-2022 4 Site Plan Submittal 06-09-2022 5 2nd Site Plan Submittal 07-25-2022 6 3rd Site Plan Submittal 08-12-2022 MTL RF RF FCP FCP MTL FCP FCB FCB FCP FCB FAS FAS FAS FAS RF RF FCB FCP FCB MTL MTL FCP FCB FCB VIS VIS DS FAS FAS FAS RF RF FCP RF FCB FCB FCBFCB FAS DS FCB FCB FCP RF RF FAS FCB RF FAS 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA C: \ U s e r s \ m v a n d a l e n \ O n e D r i v e - S A A \ D o c u m e n t s \ 2 2 0 1 1 _ P et e r s o n T o w n h o u s e s _ 3 - P l e x O n e - S t o r y T o w n h o u s e s _ m v a n da l e n 9 9 . r v t 10 / 7 / 2 0 2 2 1 : 4 0 : 0 6 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I A 22011 M-202 EXTERIOR ELEVATIONS - SCHEME B SP SCALE:1/8" = 1'-0"4 FRONT ELEVATION - SCHEME B SCALE:1/8" = 1'-0"3 REAR ELEVATION - SCHEME B SCALE:1/8" = 1'-0"2 SIDE ELEVATION - SCHEME B SCALE:1/8" = 1'-0"1 SIDE ELEVATION - SCHEME B NO V A FRONT ELEVATION = 737 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 151 SF (20%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR DS <varies> FAS VINYL FASCIA BOARD, SMOOTH, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK W/ FRY REGLET COLOR MATCH REVEALS MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK TRM FIBER CEMENT TRIM BOARD, SMOOTH, COLOR - WHITE EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 5 2nd Site Plan Submittal 07-25-2022 6 3rd Site Plan Submittal 08-12-2022 FCB FCP RF MTL FCB BRK FCP MTL BRK BRK BRK BRK FCB FCP MTL BRK BRK FCB FCP RF RF RF MTL FAS FAS FAS FAS FAS FAS SILL VIS BRK 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES FCP FCP FCB FCB FCP FCP FCB FCB FCP FCP FCB FCB FCP FCP FCB FCB TRM TRM TRM TRM VIS VIS VIS VISVISVIS VIS VISVIS VIS VIS VIS MTL MTL MTL MTL MTL MTL MTL MTL MTL FAS RF FCP BRK FCB VIS FCB FCB RF FAS TRM VIS Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA J: \ 2 0 2 2 \ 2 2 0 1 1 U A v e n u e - S i n g l e F a m i l y R e n t a l s , W a u ke e , I A \ C A D - A r c h \ 2 2 0 1 1 _ P e t e r s o n T o w n h o u s e s _ 4 - P l e x T wo - S t o r y O n e C a r G a r a g e . r v t 10 / 7 / 2 0 2 2 1 : 3 3 : 4 7 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I O W A 22011 M-201 EXTERIOR ELEVATIONS - SCHEME A SP SCALE:1/8" = 1'-0"4 FRONT ELEVATION - SCHEME A SCALE:1/8" = 1'-0"3 REAR ELEVATION - SCHEME A SCALE:1/8" = 1'-0"2 SIDE ELEVATION - SCHEME A SCALE:1/8" = 1'-0"1 SIDE ELEVATION - SCHEME A RI O FRONT ELEVATION = 2484 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 644 SF (25%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK W/ FRY REGLET COLOR MATCH REVEALS MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK STN CENTURION STONE, COASTAL OHIO LIMESTONE, W/ ASSOCIATED STONE SILL CAP TRM FIBER CEMENT TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 1 30% Set 07-15-2022 4 Site Plan Submittal 06-09-2022 5 2nd Site Plan Submittal 07-25-2022 6 3rd Site Plan Submittal 08-12-2022 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES FCP MTL RF FCB FCP BRK MTL FCB BRK BRK BRK BRK FCP MTL FCB BRK BRK FCP MTL RF RF RF FCB FAS FAS FAS FAS FAS FAS VIS VIS BRK FCB FCB MTL FCP FCB FCB MTL FCP FCB FCB MTL FCP FCP FCB FCB MTL FCP FCP VIS FAS FAS FAS FAS RFRFRFRF RF MTL FCB FAS FAS VIS BRK FCP FCP FAS RF VIS Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA J: \ 2 0 2 2 \ 2 2 0 1 1 U A v e n u e - S i n g l e F a m i l y R e n t a l s , W a u ke e , I A \ C A D - A r c h \ 2 2 0 1 1 _ P e t e r s o n T o w n h o u s e s _ 4 - P l e x T wo - S t o r y O n e C a r G a r a g e . r v t 10 / 7 / 2 0 2 2 1 : 3 3 : 4 8 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I O W A 22011 M-202 EXTERIOR ELEVATIONS - SCHEME B SP RI O SCALE:1/8" = 1'-0"4 FRONT ELEVATION - SCHEME B SCALE:1/8" = 1'-0"3 REAR ELEVATION - SCHEME B SCALE:1/8" = 1'-0"2 SIDE ELEVATION - SCHEME B SCALE:1/8" = 1'-0"1 SIDE ELEVATION - SCHEME B FRONT ELEVATION = 2484 SF (EXCLUDING WINDOW AND DOORS) THIN BRICK = 644 SF (25%) MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK MERIDIAN BRICK, THIN BRICK, COLOR - AMARO, NATURAL MORTAR FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING 8" REVEAL, SMOOTH, COLOR - WHITE FCP FIBER CEMENT PANEL SMOOTH SIDING, COLOR - BLACK W/ FRY REGLET COLOR MATCH REVEALS MTL ARCHITECTURAL METAL PANEL, FIRESTONE DELTA OR EQUAL, WITH CONCEALED FASTENERS, COLOR - DARK GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK STN CENTURION STONE, COASTAL OHIO LIMESTONE, W/ ASSOCIATED STONE SILL CAP TRM FIBER CEMENT TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 5 2nd Site Plan Submittal 07-25-2022 6 3rd Site Plan Submittal 08-12-2022 FCB FCP FCB FCB FCP FCB TRM FCB MTL MTL MTL FCB TRM TRM VIS RF RF FAS 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES RF FCB FCB BRK BRK MTL FCB FCB BRK VIS FAS VIS BRK MTL FAS RF FCB FCB FCP FCPFCB FCB RF TRM VIS MTL BRK FCP Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA J: \ 2 0 2 2 \ 2 2 0 1 1 U A v e n u e - S i n g l e F a m i l y R e n t a l s , W a u ke e , I A \ C A D - A r c h \ 2 2 0 1 1 _ P e t e r s o n T o w n h o u s e s _ 4 - P l e x T wo - S t o r y T w o C a r G a r a g e . r v t 10 / 7 / 2 0 2 2 1 : 3 0 : 0 4 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I O W A 22011 M-201 EXTERIOR ELEVATIONS - SCHEME A SP SCALE:1/8" = 1'-0"4 REAR ELEVATION - SCHEME A SCALE:1/8" = 1'-0"3 FRONT ELEVATION - SCHEME A SCALE:1/8" = 1'-0"2 SIDE ELEVATION - SCHEME A SCALE:1/8" = 1'-0"1 SIDE ELEVATION - SCHEME A RO M A FRONT ELEVATION = 1165 SF (EXCLUDING WINDOWS AND DOORS) THIN BRICK = 280 SF (24%) EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK THIN BRICK VENEER, COLOR - GRAY DS PREFINISHED METAL DOWNSPOUT: WHITE FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING (HARDIE OR EQUAL), 8" REVEAL, COLOR - ARCTIC FCP FIBER CEMENT PANEL (HARDIE OR EQUAL), COLOR - IRON GRAY W/ BLACK FRY REGLET REVEALS MTL METAL PANEL, VERTICALLY RIBBED WITH CONCEALED FASTENERS, COLOR - GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK RF-1 TRM VINYL TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 1 30% Set 07-15-2022 4 Site Plan Submittal 06-09-2022 5 2nd Site Plan Submittal 07-25-2022 6 3rd Site Plan Submittal 08-12-2022 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES MTL BRK FCP FCP FAS VIS BRK RF FAS VIS FCP MTL FCP RF FCB FCB FCB FCPFCP MTL FCP FCP FCP RF MTL VIS BRK MTL FAS VIS MTL BRK FAS RF FCP MTL Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA J: \ 2 0 2 2 \ 2 2 0 1 1 U A v e n u e - S i n g l e F a m i l y R e n t a l s , W a u ke e , I A \ C A D - A r c h \ 2 2 0 1 1 _ P e t e r s o n T o w n h o u s e s _ 4 - P l e x T wo - S t o r y T w o C a r G a r a g e . r v t 10 / 7 / 2 0 2 2 1 : 3 0 : 0 5 P M RI A L T O T O W N H O U S E S U A V E N U E WA U K E E , I O W A 22011 M-202 EXTERIOR ELEVATIONS - SCHEME B SP RO M A SCALE:1/8" = 1'-0"3 FRONT ELEVATION - SCHEME B SCALE:1/8" = 1'-0"4 REAR ELEVATION - SCHEME B SCALE:1/8" = 1'-0"2 SIDE ELEVATION - SCHEME B SCALE:1/8" = 1'-0"1 SIDE ELEVATION - SCHEME B FRONT ELEVATION = 1165 SF (EXCLUDING WINDOWS AND DOORS) THIN BRICK = 280 SF (24%) EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BRK THIN BRICK VENEER, COLOR - GRAY DS PREFINISHED METAL DOWNSPOUT: WHITE FAS PREFINISHED METAL FASCIA, COLOR - BLACK FCB FIBER CEMENT LAP SIDING (HARDIE OR EQUAL), 8" REVEAL, COLOR - ARCTIC FCP FIBER CEMENT PANEL (HARDIE OR EQUAL), COLOR - IRON GRAY W/ BLACK FRY REGLET REVEALS MTL METAL PANEL, VERTICALLY RIBBED WITH CONCEALED FASTENERS, COLOR - GRAY RF ARCHITECTURAL ASPHALT SHINGLES, COLOR - BLACK RF-1 TRM VINYL TRIM BOARD, SMOOTH, COLOR - WHITE VIS INSULATED VISION GLASS: CLEAR W/ LOW E COATING IN VINYL RESIDENTIAL STYLE WINDOW, COLOR - BLACK MISCELLANEOUS EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • FASCIA & SOFFIT: METAL PREFINISHED BLACK. • GUTTERS & DOWNSPOUTS: METAL PREFINISHED BLACK. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GARAGE DOORS: METAL PRE-FINISHED BLACK. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: MACTH ADJACENT MATERIAL COLOR. • TRIM SIZES. TYP. U.O.N.: WINDOWS & DOORS 5-1/2" VERTICAL 5-1/2" HORIZONTAL 9-1/4" EXTERIOR MATERIAL CALCULATIONS Rev. # Issue / Revision Date 5 2nd Site Plan Submittal 07-25-2022 6 3rd Site Plan Submittal 08-12-2022