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Home My WebLink About2024-08-19 I07 Peak at Kettlestone Apartments Phase 2_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: August 19, 2024 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for The Peak at Kettlestone Apartments Phase 2 FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for the second phase of a multi-family development, located north of SE Pleasant View Drive and east of Grand Prairie Parkway, containing 15.22-acres. The project includes the construction of three apartment buildings and one townhome building. A large 4-story apartment building is proposed that contains 192 units. This building includes an interior courtyard with amenities. The other buildings proposed include a 30-unit apartment building, a 60-unit apartment building, and an 11-unit townhome building. There are also several garage buildings proposed across the site. The site plan also includes a fenced- in dog park area. The second phase of the project includes a total of 293 dwelling units. Between the first and second phases, a total of 377 units are proposed for a total density of 24.77 dwelling units per acre. Two existing accesses are provided into the site. No changes are proposed to these accesses. A total of 510 parking spaces are required, they are providing 510 spaces. The site will be serviced with all public utilities. All utilities within the site will be privately owned and maintained. Storm water detention for this property is provided with an existing detention pond located at the southwest corner of the site. The pond is privately owned and maintained. A minimum of 20% of the site is required to be open space, they are providing 43%. The required amount of plantings are being provided. The elevations of the buildings will be constructed of mostly brick, stone, fiber cement siding, fiber cement panels, and glazing. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the site plan request at their meeting on August 13, 2024, and recommended approval: Approval of a Site Plan for The Peak at Kettlestone Apartments Phase 2 I7 Melissa DeBoer, Planning Coordinator, introduced the request for approval of a site plan for the second phase of a multi-family apartment development, as requested by Kettlestone Apartments, LLC, represented by Dan Southwick of Bishop Engineering. The property is located north of SE Pleasant View Drive and east of Grand Prairie Parkway, containing approximately 15.22 acres. The subject property was originally rezoned in 2020 to allow for multi-family development and a planned development overlay was recently approved by City Council to allow for higher density than what is typically allowed within the standard K-MF-HIGH zoning district. The property was master planned in 2015 as part of the Kettlestone Master Plan. The proposed multi-family project is consistent with the Kettlestone Master Plan. Phase 1 of the project as approved in October 2022, is currently under construction and is almost completed. Phase 1 includes three apartment buildings, two 30-unit buildings and one 24-unit building for a total of 84 units. Phase 1 also includes four detached garage buildings. Currently the applicant wishes to begin construction on Phase 2. Phase 2 includes three apartment buildings and one townhome building. A large 4-story apartment building is proposed containing 192 units. The building is called out as the “Allure Building” on the site plan. This building includes an interior courtyard with amenities including a pickleball court and a pool. The other buildings proposed with this site plan include a 30-unit apartment building, a 60-unit apartment building, and an 11-unit townhome building. The 30-unit and 60-unit apartment buildings are proposed to be three stories tall. There are also several garage buildings proposed across the site. The site plan also includes a fenced-in dog park area located to the north of the proposed 30-unit apartment building. The second phase of the project includes a total of 293 dwelling units. Between the first phase and second phase, a total of 377 units are proposed for a total density of 24.77 dwelling units per acre. The maximum density allowed per the planned development overlay is 26 dwelling units per acre. Two existing accesses are provided into the site, one from SE Pleasant View Drive and one from SE Glacier Trail. No changes are proposed. A total of 510 parking spaces are required for the entire site, including both phases of the project. The applicant is providing 510 spaces, including 20 accessible spaces. The parking totals include the garage parking. Five-foot-wide sidewalks will be installed along both SE Pleasant View Drive and SE Glacier Trail. Pedestrian connections will be provided into the site from the public sidewalks along both access drives. Several sidewalks are proposed interior to the site to allow pedestrian access throughout the multi-family development. This site will be serviced with all public utilities. A sanitary sewer connection is provided from the sanitary main along SE Glacier Trail. A water service has been provided from the main along SE Pleasant View Drive. All utilities within the site will be privately owned and maintained. Storm water detention for this property is provided with an existing detention pond located at the southwest corner of the site. This pond is privately owned and maintained. A minimum of 20% of the project area is required to be open space. The proposed amount of open space is 43%. Plantings are being provided in compliance with the Landscape & Open Space Ordinance. The elevations of the buildings will be constructed of mostly brick, stone, fiber cement siding, fiber cement panels, and glazing. The roofing material is proposed to be asphalt shingles. The lighting plan submitted meets the requirements of the Site and Building Development Standards. The subject property is within the Kettlestone Corridor. Per the Kettlestone Design Guidelines, K- MF-Stacked High zoning allows for densities ranging from 15-24 dwelling units per acre and buildings and buildings that are 3 to 5 stories tall. The approved planned development overlay for this site allows up to 26 dwelling units per acre. The proposed project is meeting the intent of the Kettlestone Master Plan and the requirements of the planned development. The site plan is in general conformance with the Zoning Ordinance, Site Plan Ordinance, Planned Development, Kettlestone Design Guidelines, and Comprehensive Plan. Staff recommends approval of the site plan for The Peak at Kettlestone Apartments Phase 2 subject to any remaining staff comments. Discussion as follows: • General discussion of townhomes, verification that the townhomes are rentals Motion by Commissioner Bankole for approval of a Site Plan for The Peak at Kettlestone Apartments Phase 2, seconded by Commissioner Lohse. Ayes: Broderick, Streit, Koelker, Beenken, Lohse, and Bankole. Recusals: Tessau. Nays: None. Motion carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan for The Peak at Kettlestone Apartments Phase 2 subject to remaining staff comments. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan IV. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2024- APPROVING THE SITE PLAN FOR THE PEAK AT KETTLESTONE APARTMENTS PHASE 2 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 The Peak at Kettlestone Apartments Phase 2, subject to remaining staff comments on August 13, 2024; AND, WHEREAS, the Site Plan for The Peak at Kettlestone Apartments Phase 2 is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for The Peak at Kettlestone Apartments Phase 2 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 19th day of August, 2024, that the Site Plan for The Peak at Kettlestone Apartments Phase 2 is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN R. Charles Bottenberg Chris Crone Rob Grove Anna Bergman Pierce Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: The Peak at Kettlestone Apartments Phase 2 – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: August 7, 2024 MEETING DATE: August 13, 2024 GENERAL INFORMATION Owner/Applicant: Kettlestone Apartments, LLC Project Manager: Dan Southwick, P.E. – Bishop Engineering Request: The applicant is requesting approval of a site plan for the second phase of a multi-family apartment development. Location and Size: Property is located north of SE Pleasant View Drive and east of Grand Prairie Parkway, containing approximately 15.22 acres. AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. August 7, 2024 2 of 3 LAND USES AND ZONING Location Existing Land Use Kettlestone Master Plan Current Zoning Property in Question Under Construction/Existing Phase 1 & Vacant Land Multi-Family Residential K-MF-High (Kettlestone Multi- Family Stacked High District) / PD-1 (Planned Development Overlay District) North Multi-family Apartment Development (Cove at Kettlestone) Multi-Family Residential C-1 (Community and Highway Service Commercial District) / PD-1 (Planned Development Overlay) South Vacant – Undeveloped Multi-Family Residential K-RR (Kettlestone Retail Regional District) East Single-Family Residential and Vacant – Undeveloped Multi-Family Residential K-MF-MED (Kettlestone Multi- Family Stacked Medium District) & C-1 (Community and Highway Service Commercial District) West Vacant – Undeveloped High Density Residential C-1 (Community and Highway Service Commercial District), C-4 (Office Park Commercial District) & K-OF (Kettlestone Office District) HISTORY The subject property was originally rezoned in 2020 to allow for multi-family development and a planned development overlay was recently approved by City Council to allow for higher density than what is typically allowed within the standard K-MF-HIGH zoning district. The property was master planned in 2015 as part of the Kettlestone Master Plan. The proposed multi-family project is consistent with the Kettlestone Master Plan. Phase 1 of the project was approved in October 2022, is currently under construction and is almost completed. Phase 1 includes three apartment buildings, two 30-unit buildings and one 24-unit building for a total of 84 units. Phase 1 also includes four detached garaged buildings. At this time, the applicant wishes to begin construction on Phase 2. PROJECT DESCRIPTION Phase 2 includes three apartment buildings and one townhome building. A large 4-story apartment building is proposed that contains 192 units. This building is called out as the “Allure Building” on the site plan. This building includes an interior courtyard with amenities including a pickleball court and a pool. The other buildings proposed with this site plan include a 30-unit apartment building, a 60-unit apartment building, and an 11-unit townhome building. The 30-unit and 60-unit apartment buildings are proposed to be three stories tall. There are also several garage buildings proposed across the site. The site plan also includes a fenced-in dog park area located to the north of the proposed 30-unit apartment building. The second phase of the project includes a total of 293 dwelling units. Between the first phase and second phase, a total of 377 units are proposed for a total density of 24.77 dwelling units per acre. The maximum density allowed per the planned development overlay is 26 dwelling units per acre. August 7, 2024 3 of 3 ACCESS AND PARKING Two existing accesses are provided into the site, one off of SE Pleasant View Drive and one off of SE Glacier Trail. No changes are proposed to these accesses. A total of 510 parking spaces are required for the entire site, including both phases of the project, and the applicant is providing the required 510 parking spaces, including 20 accessible spaces. The parking totals include the garage parking. SIDEWALKS/TRAILS Five-foot-wide sidewalks will be installed along both SE Pleasant View Drive and SE Glacier Trail. Pedestrian connections will be provided into the site from the public sidewalks along both access drives. Several sidewalks are proposed interior to the site to allow pedestrian access throughout the multi-family development. UTILITIES This site will be serviced with all public utilities. A sanitary sewer connection is provided off of the sanitary main along SE Glacier Trail. A water service has been provided off of the main along SE Pleasant View Drive. All utilities within the site will be privately owned and maintained. Storm water detention for this property is provided with an existing detention pond located at the southwest corner of the site. This pond is privately owned and maintained. LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 43%. Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance. ELEVATIONS The elevations of the buildings will be constructed of mostly brick, stone, fiber cement siding, fiber cement panels, and glazing. The roofing material is proposed to be asphalt shingles. Elevations of the proposed buildings have been provided for review. PHOTOMETRIC PLAN The applicant has provided a lighting plan which meets the requirements of the Site and Building Development Standards. COMPREHENSIVE PLAN The subject property is within the Kettlestone Corridor. Per the Kettlestone Design Guidelines, K-MF- Stacked High zoning allows for densities ranging from 15-24 dwelling units per acre and buildings that are 3 to 5 stories tall. The approved planned development overlay for this site allows up to 26 dwelling units per acre. The proposed project is meeting the intent of the Kettlestone Master Plan and the requirements of the planned development. STAFF RECOMMENDATION The site plan is in general conformance with the Zoning Ordinance, Site Plan Ordinance, Planned Development, Kettlestone Design Guidelines, and Comprehensive Plan. Staff recommends approval of the site plan for The Peak at Kettlestone Apartments Phase 2 subject to any remaining staff comments. S S S SA N SA N SA N SA N SA N SAN SAN SAN D D D D D D W W W W W W W W W W W W W H Y D HYD. ASSEMBLY HY D EX. HYD. H Y D H Y D WV E X . 4 0 ' S A N I T A R Y S E W E R E A S E M E N T EX. STORM SEWER & DETENTION EASEMENT EX . 2 5 . 0 3 ' L A N D S C A P E BU F F E R E A S E M E N T EX . 1 0 ' P U E EX . 1 0 ' P U E EX . 2 5 ' L A N D S C A P E BU F F E R E A S E M E N T EX. 1 0 ' P U E 1064 1063 1064 1064 10 6 4 1 0 6 4 1 0 6 4 10 6 4 MONUMENT SIGN E X . 1 0 ' P U E SE GLACIER TRAIL EX DRIVEWAY GRATE RIM = 1060.79± EX FL(S) = 1050.62± EX W W W W W W WV WV 1063 1062 1061 WV WV ADA RAMP 106 2 10 6 4 10 6 5 1 0 6 3 10 6 3 E X . 1 5 " S T O R M EX. 8" SAN SEWER HY D EX. 25' LANDSCAPE BUFFER EASEMENT 1064 1061 1 0 6 5 10 6 4 10 6 5 2 5 ' L A N D S C A P E B U F F E R E A S M E E N T EX STRUCTURE #12 48" SW-301 MANHOLE RIM=1062.03 STRUCTURE #1 48" SW-301 MANHOLE RIM=1061.99 STORM #22 MOD. SW-506 INTAKE T/C=1062.84 FL(SE)=1056.67 FL(N)=1056.77 W 1062 1064 W 10 7 2 10 7 3 106 4 HY D 1061 1064 10 6 4 1065 1065 1065 EX . 1 0 ' P U E 1 0 6 5 1065 1 0 6 5 10 ' U N D E R G R O U N D E L E C . E A S E M E N T S EX 2 5 ' L A N D S C A P E BU F F E R E A S E M E N T EX 2 5 ' L A N D S C A P E BU F F E R E A S E M E N T 10 ' P U B L I C U T I L I T Y E A S E M E N T EX. HYD. BOOK 2022 PG. 10294 BO O K 2 0 2 2 P G 1 0 2 9 3 BO O K 2 0 2 2 P G 1 0 2 9 3 BO O K 2 0 2 2 P G 1 0 2 9 4 BO O K 2 0 2 2 PG 1 0 2 9 4 EXISTING STORM #13 24" NYLOPLAST BASIN W/ BEEHIVE GR. RIM=1064.50 FL(S)=1059.95 FL(N)=1060.05 EXISTING STORM #14 24" NYLOPLAST BASIN RIM=1064.50 FL(S)=1060.65 FL(N)=1060.75 BO O K 2 0 2 2 P G . 1 0 2 9 4 BO O K 2 0 2 2 P G . 1 0 2 9 4 BO O K 2 0 2 2 P G 1 0 2 9 3 BO O K 2 0 2 2 P G 1 0 2 9 3 242,692 SF 5.57 AC LOT 2 187,518 SF 4.30 AC LOT 3 233,288 SF 5.35 AC LOT 117251685 1765 EX BUILDING #1 24-PLEX (3-STORIES) 8,980 SF FFE=1065.00 EX BUILDING #2 30-PLEX (3-STORIES) 8,780 SF FFE=1065.50 EX 18 CAR GARAGE FFE=1064.00 EX 10 CAR GARAGE FFE=1064.00 LOT 1 KETTLESTONE PEAK APARTMENTS 5.35 AC B O O K 2 0 2 2 P G . 1 0 2 9 5 B O O K 2 0 2 2 P G . 1 0 2 9 4 B O O K 2 0 2 2 P G . 1 0 2 9 3 BOOK 2022 PG. 10298 BO O K 2 0 2 2 P G . 1 0 2 9 3 83LF 15" RCP @ S=0.50% 34LF 42" RCP @ S=0.50% 101LF 36" RCP @ S=0.40% 105LF 2 4 " R C P @ S=0. 5 0 % 12 9 L F 2 4 " R C P @ S = 0 . 5 0 % 12 8 L F 2 4 " R C P @ S = 0 . 5 1 % 4 6 L F 3 6 " R C P @ S = 0 . 5 0 % 16 8 L F 3 0 " R C P @ S = 0 . 5 0 % 115LF 24" RCP @ S=0.50% 98 L F 1 5 " R C P @ S = 0 . 5 0 % 96LF 15" RCP @ S=0.50% 86LF 15" RCP @ S=0.50%96LF 15" RCP @ S=0.50% 23 9 L F 2 4 " R C P @ S = 0 . 5 0 % 120LF 15 " R C P @ S = 0 . 5 0 % 55LF 18" N-12 @ S=0.50%119LF 18" N-12 @ S=0.50%120LF 18" N-12 @ S=0.50% 1065 1064 1 0 7 0 1 0 6 6 1 0 6 7 1 0 6 8 10 6 9 1 0 7 1 1 0 7 2 1 0 7 0 1069 1 0 7 1 1072 10 6 7 10 6 7 1 0 6 8 10 6 8 1068 1067 1066 106 7 10 6 7 1 0 6 6 1073 107210711070 1069 1068 1067 1066 1 0 6 4 106 4 1 0 6 3 106 2 106 2 10 6 3 10 6 4 1064 1 0 6 5 10 6 6 10 6 7 10 6 9 10 6 8 10 7 0 1 0 7 2 1 0 7 1 10 7 0 10 6 9 10 6 8 10 6 7 10 6 6 10 6 5 10 6 4 106 3 10 6 2 1061 1064 1064 1 0 6 3 1 0 6 4 1 0 6 3 1 0 6 4 1 0 6 5 1065 1 0 6 3 10 6 4 10 6 5 10 6 6 1 0 6 7 1 0 6 8 1 0 6 9 1 0 7 0 1072 1 0 7 1 1 0 7 0 1 0 6 9 1 0 6 8 1 0 6 7 1 0 6 6 1 0 6 5 1 0 6 4 10 6 5 10 6 4 10 6 3 10 6 2 10 6 1 10 6 1 10 6 4 10 6 4 10 6 3 10 6 2 106 4 1064 10 6 0 106 1 10 6 2 106 2 1060 105 7 1058 1059 1061 10 6 1 1062 10 6 2 1 0 5 8 10 5 8 10 6 6 1 0 6 6 10 6 5 10 6 4 10 6 3 1065 1066 1067 1068 1065 1066 106 7 1065 1063 1064 10 6 5 1 0 6 3 1063 1 0 6 4 1060 1060 1 0 6 1 10611 0 6 2 1 0 6 2 106 2 1066 10 6 6 1065 1064 1066 1066 1067 1067 1068 1065 1066 1067 1066 1066 106 0 10 5 9 1059 10 6 1 106 2 106 3 106 3 PROTECT EX STORM RELOCATE EX HYDRANT REMOVE EX PIPE RELOCATE EX STORM RELOCATE EX STORM RELOCATE EX SAN PROTECT EX STORM PROTECT EX STORM PROTECT EX STORM DEMO NOTES: 1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB. 2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH ORANGE CONSTRUCTION FENCE AT THE DRIP LINE. 3.PAVEMENT STRIPING CALLED OUT FOR REMOVAL SHALL BE SANDBLASTED. NO GRINDING WILL BE ALLOWED. REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: TH E P E A K A T K E T T L E S T O N E A P A R T M E N T S WA U K E E , I A - P H A S E 2 JG DB 07-20-2023 1ST CITY SUBMITTAL 10-04-2023 2ND CITY SUBMITTAL 03-12-2024 3RD CITY SUBMITTAL 04-30-2024 4TH CITY SUBMITTAL 05-13-2024 5TH CITY SUBMITTAL 07-02-2024 6TH CITY SUBMITTAL 07-19-2024 7TH CITY SUBMITTAL 190377-1 GRAPHIC SCALE 040 20 40 80 M: \ L A N D P R O J E C T S 2 0 1 9 \ 1 9 0 3 7 7 - 1 K E T T L E S T O N E A P A R T M E N T S \ D W G \ P H A S E 2 \ C 1 . 1 E X . C O N D I T I O N S & D E M O . D W G 7/ 2 2 / 2 0 2 4 1 0 : 2 3 : 1 0 A M EX . C O N D I T I O N S & D E M O P L A N C1.1 RELOCATE EX HYDRANT CO CO W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" D D D D D SS S S S S S S S A N S A N SAN SAN SAN SAN SAN SAN SANSANSANSAN SA N SA N SA N SA N SA N SA N SA N SAN 10' 10' 18' 11 . 9 ' 8'7' 26 . 5 8 ' 9 CAR GARAGE FFE/MPE=1066.75 H Y D HY D HY D HY D H Y D 10 0 . 0 2 ' 26 . 1 5 ' 25 . 9 8 ' 26 . 7 1 ' 26 . 1 6 ' 27 . 3 9 ' 26 . 7 7 ' W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" 4 8 . 2 1 ' 30 ' 8' 26' 18' 109.5'109.5'109.5' 30 0 ' 220' 60' 186' 17 2 ' 60 ' 60 . 2 1 ' 17' 28 . 5 ' 17' DOG PARK 15 15 15 8 8 11 11 5 1316 8 10 10 10 9 7 10 12 14 UN I T 1 UN I T 2 UN I T 3 UN I T 4 UN I T 5 UN I T 6 UN I T 7 UN I T 8 UN I T 9 UN I T 1 0 UN I T 1 1 9 1312 BUILDING #4 60-PLEX (3 STORIES) 17,560 SF FFE/MPE = 1068.00 BUILDING #5 30-PLEX (3 STORIES) 9,000 SF FFE/MPE = 1068.00 9 CAR GARAGE FFE/MPE=1066.75 9 CAR GARAGE FFE/MPE=1066.75 HY D H Y D HY D 7" C4 MIX PAVEMENT (SEE DETAIL 1/C6.1)7" C4 MIX PAVEMENT (SEE DETAIL 1/C6.1) 7" C4 MIX PAVEMENT (SEE DETAIL1/C6.1) 7" C4 MIX PAVEMENT (SEE DETAIL1/C6.1) 7" C4 MIX PAVEMENT (SEE DETAIL1/C6.1) 7" C4 MIX PAVEMENT (SEE DETAIL 1/C6.1) 9' 18 ' 9' 38 ' 24 ' 9', TYP. 28 . 4 6 ' 27 . 6 9 ' 10' 10' 24 ' 24 ' 20' 5' 6' 5' 8' 5' 8' 8' 8'18'24'18'8' 24'18'8' 5' WV WV WV WV 9' 9' 18' 9' MONUMENT SIGN (DESIGN BY OTHERS) ADA SIGN (SEE DETAIL 4/C6.1) ADA RAMP & LANDING ADA SIGN VAN ACCESSIBLE (SEE DETAIL 4/C6.1) TRASH COMPACTOR BY OTHERS (REF ARCH) ADA SYMBOL PAINTED ISLAND PAINTED ISLAND PAINTED ISLAND ADA SYMBOL ADA SYMBOL ADA SYMBOL PAINTED ISLAND ADA RAMP & LANDING ADA RAMP & LANDING ADA RAMP & LANDING ADA RAMP & LANDING VAN ACCESSIBLE ADA SIGN (SEE DETAIL 4/C6.1) ADA SIGN (SEE DETAIL 4/C6.1) VAN ACCESSIBLE ADA SIGN (SEE DETAIL 4/C6.1) VAN ACCESSIBLE ADA SIGN (SEE DETAIL 4/C6.1) ADA SIGN (SEE DETAIL 4/C6.1) ADA SIGN (SEE DETAIL 4/C6.1) ADA SIGN (SEE DETAIL 4/C6.1) ADA SYMBOL PAINTED ISLAND ADA RAMP & LANDING ADA RAMP & LANDING 27 . 5 8 ' TURNED DOWN WALK (SEE DETAIL 2/C6.1) TURNED DOWN WALK (SEE DETAIL 2/C6.1) TURNED DOWN WALK (SEE DETAIL 2/C6.1) 7" C4 MIX PAVEMENT (SEE DETAIL 1/C6.1) 7" C4 MIX PAVEMENT (SEE DETAIL 1/C6.1) 7" C4 MIX PAVEMENT (SEE DETAIL 1/C6.1) 17 ' 24 ' 17 ' 9' 211' 8' 22 ' 9' 18 ' 9' 9' 18' 28 6 . 8 8 ' 26 . 8 9 ' 27 . 8 1 ' STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP W. CANOPY (REF.STRUCT. AND ARCH) STRUCTURAL STOOP W.CANOPY (REF.STRUCT. AND ARCH) PATIO/BALCONY, TYP. (REF. ARCH/STRUCT.) STRUCTURAL STOOP W. CANOPY (REF.STRUCT. AND ARCH) PATIO/BALCONY, TYP. (REF. ARCH/STRUCT.) 239.45' STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) 50 . 1 7 ' 20' 5' 24' W 8" 40 CAR GARAGE FFE/MPE=1067.50 18 CAR GARAGE FFE/MPE=1067.50 STRUCTURAL STOOP W.CANOPY (REF.STRUCT. AND ARCH) 11 P L E X T O W N H O M E GA R A G E F F E / M P E = 1 0 6 7 . 5 0 NO B A S E M E N T 11 CAR GARAGE FFE/MPE=1067.75 R15' R15' R3' R3' R3 ' R 3 ' R4. 5 ' R 5 'R5' R5 ' R 5 ' R4 . 5 ' R 3 'R3'R3'R 3 ' R5' R 3 ' R5' R10'R 2 5 ' R1 5 ' R 1 5 ' R5' R3' R3' R 3 ' R3' R3' R3 ' R 1 0 ' R10' R 1 0 ' R20' R44' R15 ' R 3 'R3' R 1 0 ' R 5 ' R5' R 2 . 5 ' R4. 5 ' R 4 . 5 ' R 3 ' R10' ADA SIGN (SEE DETAIL 4/C6.1) 20 20 18 11 W8" TURNED DOWN WALK (SEE DETAIL 2/C6.1) TURNED DOWN WALK (SEE DETAIL 2/C6.1) TURNED DOWN WALK (SEE DETAIL 2/C6.1) TURNED DOWN WALK (SEE DETAIL 2/C6.1) 37 . 5 3 ' 48" BLACK VINYL CHAIN LINK FENCE BY OTHERS 10'10' W6" W6"W6"W6" 60' 39 . 5 ' 60' 28 . 5 ' 60' R15 ' R 1 5 ' R3' R 3 ' R15' R15' R15 ' R 5 ' 24' R 2 ' R20 ' 32.91' 32 . 9 1 ' 31 . 8 ' 70. 3 4 ' 47' 47' RISER ROOM RISER ROOM 13 ' 7.16' 6. 8 1 ' 9' 5" PCC SIDEWALK (SEE DETAIL 3/C6.1) 5" PCC SIDEWALK (SEE DETAIL 3/C6.1) 5" PCC SIDEWALK (SEE DETAIL 3/C6.1)TURNED DOWN WALK (SEE DETAIL 2/C6.1) TURNED DOWN WALK (SEE DETAIL 2/C6.1) 28 6 . 8 8 ' 7. 0 ' 36.0' 7. 0 ' 8.0' 13 . 0 ' 4.0' 12 . 2 ' 4.0' 9. 0 ' 4.0' 13 . 1 ' 4.0' 4.0' 52 . 3 ' 13 . 1 ' 4.0' 9. 0 ' 4.0' 12 . 2 ' 4.0' 13 . 0 ' 8.0' 7. 0 ' 36.0' 7. 0 ' 9.0' 13 . 0 ' 2.0' 12 . 8 ' 2.0' 11 . 8 ' 2.0' 19 . 7 ' 2.0' 32 . 3 ' 2.0' 19 . 7 ' 2.0' 11 . 8 ' 2.0' 12 . 8 ' 2.0' 13 . 0 ' 9.0' 52.3' 4. 0 ' 13.1' 4. 0 ' 9.0' 4. 0 ' 12.2' 4. 0 ' 13.0' 8. 0 ' 7.0' 37 . 0 ' 7.0' 13.0' 2. 0 ' 12.8'2. 0 ' 11.8' 2. 0 ' 19.7'2. 0 ' 32.3' 2. 0 ' 19.7'2. 0 ' 11.8' 2. 0 ' 12.8'2. 0 ' 40.0' 2. 0 ' 12.8'2. 0 ' 11.8' 2. 0 ' 19.7'2. 0 ' 32.3' 2. 0 ' 19.7'2. 0 ' 11.8' 2. 0 ' 12.8'2. 0 ' 13.0'8. 9 ' 7.0' 36 . 0 ' 7.0' 8. 0 ' 13.0' 4. 0 ' 12.2' 4. 0 ' 9.0'4. 0 ' 13.1' 4. 0 ' 52.3' 4. 0 ' 13.1' 4. 0 '9.0' 4. 0 ' 12.2' 4. 0 ' 40.0' 4. 0 '12.2' 4. 0 ' 9.0' 4. 0 ' 13.1' 4. 0 ' 8. 0 ' RISER ROOM S SAN SAN SA N ST ST ST LOT 3 KETTLESTONE PEAK APARTMENTS 4.30 AC ST 22 ' 22 ' 22 ' 22 ' 5' 8' 8'7' POOL (BY OTHERS) ALLURE BUILDING 191 UNITS (4-STORIES) FFE/MPE = 1067.45 LOT 2 KETTLESTONE PEAK APARTMENTS 5.57 AC SA N W8" W8" REINFORCED STRUCTURE BOX OUT (TYP) (SEE DETAIL 12/C6.2) REINFORCED STRUCTURE BOX OUT (TYP) (SEE DETAIL 12/C6.2) REINFORCED STRUCTURE BOX OUT (TYP) (SEE DETAIL 12/C6.2) S T 3" ROLL CURB RISER ROOM RISER ROOM 44 ' 44 ' 22 ' 12' 36' 60 ' 18'6' 20'6'20' 6' 17.9' 4' 12.1' 19.1'9' 8' 4' 4' 28'6' 10 ' 32 ' 6' 10 ' 20 . 7 ' 19 . 3 ' 12.1' 22 ' 999 9' 18' R5 ' 3 (1725 SE GLACIER TRAIL) ST ST ST EV CHARGER (SEE ELECTRICAL) EV CHARGER (SEE ELECTRICAL) WV SHED SHED PICKLEBALL COURT (BY OTHERS) MAIL BOX CLUSTER MAIL BOX CLUSTER 11' 4' 9' 10 18' 9 R 4 ' R 5 ' R5' 3 8' 24'17' 9' R5' R4' 9' 132.5' STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF. STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) ADA RAMP & LANDING ADA RAMP & LANDING ADA RAMP & LANDING ADA RAMP & LANDING ADA RAMP & LANDING ADA RAMP & LANDING MATCH INTO EX CURB CUT ADA RAMP & LANDING MATCH EX CURB OPENING STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP REF. STRUCT. AND ARCH) ADA RAMP & LANDING 9.9' 10' 10 ' ADA SIGN (SEE DETAIL 4/C6.1) CONNECT W/ BT JOINT 17 ' 9' 17 ' 9' 38 ' 9' 38 ' 9' 17 ' 9'9' 13'9'18' 17 ' 9'9.01'9' 17 ' 9'9'9' 13 . 8 7 ' 10" PCC R3 ' CONNECT W/ BT JOINT R3' CONNECT W/ BT JOINT CONNECT W/ BT JOINT CONNECT W/ BT JOINT 18 ' 9' TAPER CURB OVER 5' TAPER CURB OVER 5' TAPER CURB OVER 5' START 3" ROLL CURB PROP TRANSFORMER (REF ELEC AND UTILITY PROVIDER FOR FINAL LOCATION) PROP TRANSFORMER (REF ELEC AND UTILITY PROVIDER FOR FINAL LOCATION) PROP TRANSFORMER (REF ELEC AND UTILITY PROVIDER FOR FINAL LOCATION) PROP TRANSFORMER (REF ELEC AND UTILITY PROVIDER FOR FINAL LOCATION) 56.72' TRANSITION CURB 41 ' ADA SYMBOL PAINTED ISLAND R5 ' TAPER CURB OVER 5' TAPER CURB OVER 5' TAPER CURB OVER 5' TAPER CURB OVER 5' R10' R15' 4.5 5 ' 8' 8' 8. 2 ' 16 . 3 4 ' 16 . 3 3 ' 16 . 3 3 ' 5' 5' 68 . 6 5 ' 129.13' R5' 10" PCC STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP REF. STRUCT. AND ARCH) STRUCTURAL STOOP W. CANOPY (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) STRUCTURAL STOOP (REF.STRUCT. AND ARCH) MATCH INTO EX RADIUS CO R3' CONNECT W/ BT JOINT ADA RAMP & LANDING MATCH EX CURB OPENING S S SA N SA N SA N SA N SA N SA N SA N SAN D D D W W HY D H Y D H Y D WV EX . 2 5 . 0 3 ' L A N D S C A P E BU F F E R E A S E M E N T EX . 1 0 ' P U E EX . 2 5 ' L A N D S C A P E BU F F E R E A S E M E N T EX. 1 0 ' P U E W W W W W W W W WV WV EX. 25' LANDSCAPE BUFFER EASEMENT EX . 1 0 ' P U E 10 ' U N D E R G R O U N D EL E C . E A S E M E N T S EX 2 5 ' L A N D S C A P E BU F F E R E A S E M E N T EX 2 5 ' LA N D S C A P E BU F F E R EA S E M E N T 10 ' P U B L I C U T I L I T Y E A S E M E N T BOOK 2022 PG. 10294 BO O K 2 0 2 2 P G 1 0 2 9 3 BO O K 2 0 2 2 P G 1 0 2 9 3 BO O K 2 0 2 2 P G 1 0 2 9 4 BO O K 2 0 2 2 PG 1 0 2 9 4 BO O K 2 0 2 2 P G . 1 0 2 9 4 BO O K 2 0 2 2 P G . 1 0 2 9 4 BO O K 2 0 2 2 P G 1 0 2 9 3 BO O K 2 0 2 2 P G 1 0 2 9 3 LAYOUT NOTES: 1.TRASH COMPACTOR TO BE COORDINATED W/ ARCH. 2.INTERIOR COURT DESIGNED BY OTHERS IN THE ALLURE BUILDING. LA Y O U T P L A N C2.1 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: TH E P E A K A T K E T T L E S T O N E A P A R T M E N T S WA U K E E , I A - P H A S E 2 JG DB 07-20-2023 1ST CITY SUBMITTAL 10-04-2023 2ND CITY SUBMITTAL 03-12-2024 3RD CITY SUBMITTAL 04-30-2024 4TH CITY SUBMITTAL 05-13-2024 5TH CITY SUBMITTAL 07-02-2024 6TH CITY SUBMITTAL 07-19-2024 7TH CITY SUBMITTAL 190377-1 GRAPHIC SCALE 030 15 30 60 M: \ L A N D P R O J E C T S 2 0 1 9 \ 1 9 0 3 7 7 - 1 K E T T L E S T O N E A P A R T M E N T S \ D W G \ P H A S E 2 \ C 2 L A Y O U T . D W G 7/ 2 2 / 2 0 2 4 1 0 : 2 4 : 5 0 A M PHASE I EXISTING PHASE II PROPOSED PHASE I EXISTING PHASE II PROPOSED PHASE I EXISTING PHASE II PROPOSED GENERAL NOTES: 1.CONTRACTOR TO PROVIDE GRADATION TESTING FOR EVERY 200 TONS OF GRANULAR MATERIAL DELIVERED TO THE SITE GRADATION TESTING IS TO BE CONDUCTED AND REVIEWED BY GEOTECHNICAL FIRM PRIOR TO GRANULAR MATERIAL BEING INSTALLED. 2.THE RECOMMENDED DESIGN AND SPECIFICATIONS HAVE BEEN APPROVED BY THE OWNER. 3.ANY RECOMMENDATIONS MADE BY THE OWNER'S SELECTED GEOTECHNICAL FIRM SHALL GOVERN. 4.IF GRANULAR MATERIAL ARE INSTALLED THAT DO NOT MEET THE OWNER'S SELECTED GEOTECHNICAL FIRM SPECIFICATIONS. THE CONTRACTOR, SHALL AT THEIR OWN EXPENSE, REMOVE AND REPLACE THE DEFICIENT GRANULAR MATERIAL PER SPECIFICATION. 5.ALL SIGNAGE SHALL RECEIVE SEPARATE APPROVALS WITH A SIGNED PERMIT APPLICATION FROM THE CITY OF CLIVE COMMUNITY DEVELOPMENT DEPARTMENT. PAVEMENT & ASPHALT PLACEMENT NOTES: 1.CONTRACTOR TO CONNECT TO EXISTING PCC PAVEMENTS WITH IOWA SUDAS TYPICAL BT JOINT. BUILDING & STRUCTURAL NOTES: 1.SEE FINAL ARCHITECTURAL PLANS FOR BUILDING AND COURTYARD DIMENSIONS. 2.CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR DETAILED BUILDING CONSTRUCTION INFORMATION. 3.CONTRACTOR TO REFER TO STRUCTURAL PLANS FOR DETAILED BUILDING FOUNDATION AND STOOP LOCATIONS AND DETAILED CONSTRUCTION INFORMATION. W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" D S S A N S A N S A N S A N SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 1067.08 1066.58 1066.49 1066.85 1066.73T/C 1066.23G 1066.29 1066.21 1066.07 1066.76 1066.64T/C 1066.14G 1066.02 1066.85 1066.73T/C 1066.23G 1066.49 1066.58 1067.08 1066.16 1066.29 1066.76 1066.64T/C 1066.14G 0.0% 5.6% 1. 5 % 1.0%4.0% 1.0% 1. 0 % 1. 0 % 1. 0 % 1. 0 % 1. 5 % 1. 5 % 1. 5 % 0.0%1.5% 1. 5 % 1. 5 % 1.0%1.0% 1. 5 % 1. 5 % 0.0%1.0%1.5% 1. 3 % 1.5% 1. 3 % 1. 0 % 0.1%1.5% 1. 0 % 1.0%5.6% 0.0% 1. 5 % 0.0% 1. 5 % 1. 5 % 0.0% 0.1%1.0%1.5% 1. 5 % 4.0% 1. 0 % 1. 0 % 1.5% 5.6%4.0% 1. 0 % 1. 0 % 1067.14T/C 1066.64G 1067.45 1067.45 1067.26 1067.26 1067.27 1067.37 1067.37 1067.27 1067.15T/C 1066.65G 1067.15T/C 1066.65G 1066.96T/C 1066.46G 1066.96T/C 1066.46G 1067.14T/C 1066.64G W8" 5.6% 1066.37G 1066.46G 1066.78T/C 1066.28G 1066.76T/C 1066.26G 1066.46G 1066.37G 1067.22 1067.22 1. 5 % 1.0% 1. 5 % S SAN SAN SAN SA N SA N SA N 1.5% W SA N SA N SA N W8" W8" W8" W8" W8" W8" W8" 1. 5 % 1. 5 % 0.0%1.0% 1. 5 % 1. 5 % 1. 0 % 1. 0 % 4.0% 1066 2.0% 1067.37 1066.10 1 0 6 7 106 6 1 0 6 6 10 6 5 < W8" 1067.15 1067.37 1066.64 1067.38 1067.15 1067.03T/C 1066.53G 1067.03T/C 1066.53G 1066.72 10 6 6 3.9% 4.7% 4.5% 4.5% 1.5% 1.5% 0. 1 % 0. 7 % 1.0% 1.0% 0. 1 % 1 . 0 % 0. 1 % 1066.63T/C 1066.13G 1066.74 1066.80 1066.68T/C 1066.18G 1066.04G 1066.11G 1066.72T/C 1066.22G 1067.35 1. 0 % 10 6 6 1067.45 1067.45 0. 4 % 1.5% 1.5% 1. 6 % 1. 1 % 1.0%1066.08 W W W W W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" 1067.06T/C 1066.56G 1. 5 % 1. 5 % 0.0% 1. 0 % 1. 0 % 0.0% 0. 0 % 5.0% 5.0% 1. 0 % 6.3% 1067.06T/C 1066.56G 1067.18 1067.18T/C 1066.85T/C 1066.83T/C 1066.33G 1066.91 1066.20 1066.07 1. 5 % 1. 0 % 1.7% 1066.51 1067.40 1067.40 1066.93T/C 1066.43G 1066.43G 1066.69 1066.88 1066.89 1066.45 ST ST ST 1. 5 % 1. 5 % 0.8% 0.8% 1.4%6.2%1.2% 1.0%1.0%0.9% 1.0% 1. 6 % 1. 6 % 1066.43G 1066.35G1066.42G 1067.38 1067.38T/C 1067.45 W8" 8"W8" 2 . 0 % 1062.65G 1062.75G 1063.48T/C 1062.98G 1062.80 1062.89 1. 5 % 4.2% 1063.551064.081064.16 1064.01T/C 1063.51G 1064.09T/C 1063.59G 4.0% 1.0% 0. 9 % 0. 9 % 4.0%1.0%1.7% 1.8% 1064 1065 1. 0 % 4.0% SA N SA N SA N D GR A D I N G P L A N C3.2 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: TH E P E A K A T K E T T L E S T O N E A P A R T M E N T S WA U K E E , I A - P H A S E 2 JG DB 07-20-2023 1ST CITY SUBMITTAL 10-04-2023 2ND CITY SUBMITTAL 03-12-2024 3RD CITY SUBMITTAL 04-30-2024 4TH CITY SUBMITTAL 05-13-2024 5TH CITY SUBMITTAL 07-02-2024 6TH CITY SUBMITTAL 07-19-2024 7TH CITY SUBMITTAL 190377-1 GRAPHIC SCALE 010 5 10 20 M: \ L A N D P R O J E C T S 2 0 1 9 \ 1 9 0 3 7 7 - 1 K E T T L E S T O N E A P A R T M E N T S \ D W G \ P H A S E 2 \ C 3 G R A D I N G . D W G 7/ 2 2 / 2 0 2 4 1 0 : 2 8 : 1 3 A M ALLURE BUILDING ADA DETAIL #1 SCALE: 1" = 10' NW PROPERTY CORNER DETAIL #2 SCALE: 1" = 10' ALLURE BUILDING ADA DETAIL #3 SCALE: 1" = 10' ALLURE BUILDING ADA DETAIL #4 SCALE: 1" = 10' ALLURE BUILDING ADA DETAIL #5 SCALE: 1" = 10' STORM WATER FACILITIES MAINTENANCE REQUIREMENTS: THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF THE WET DETENTION AREA AS DEFINED BELOW FROM THE APPROVED MAINTENANCE COVENANT: 1.STORM WATER FACILITIES (INCLUDING PIPES, INLETS, AND OUTLETS) SHALL BE ANNUALLY INSPECTED AND MAINTAINED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED STORM WATER MANAGEMENT PLAN. 2.TRASH, LITTER, DEBRIS OR OBSTRUCTIONS SHALL BE PROMPTLY REMOVED FROM THE STORM WATER FACILITIES. 3.MOW ON A REGULAR BASIS TO MAINTAIN THE VEGETATION AT THE HEIGHT DESIGNED ON THE ORIGINAL DESIGN TO PREVENT EROSION. 4.ON A MONTHLY BASIS DURING THE GROWING SEASON, PLANT, MAINTAIN AND REPLANT AS NECESSARY PERMITTED VEGETATION. 5.CONDUCT QUARTERLY INSPECTIONS FOR ANY DEFECTS, OBSTRUCTIONS, OR ANY CHANGES IN THE ORIGINAL DESIGN. 6.REMOVE ANY ACCUMULATED SEDIMENT FROM THE OUTLET STRUCTURES AND REMOVE ANY SEDIMENT GREATER THAN THE ORIGINAL DESIGN DEPTH. 7.ALL REPAIRS SHALL CONFORM TO THE ORIGINAL DESIGN. 8.MAINTAIN THE STORM WATER MANAGEMENT FACILITY TO ASSURE THE EFFECTIVENESS FOR STORM WATER RUNOFF FOR THE BENEFITED PROPERTY. GRADING NOTE: 1.OWNER TO PROVIDE CITY OF WAUKEE WITH CERTIFIED GRADING PLAN PRIOR TO ACCEPTANCE OF IMPROVEMENTS. GRADING LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION 150.50E/W 150.50B/W 150.50T/W 150.50G 150.50T/C 150.50 150 150 150.50T/S 150.50B/S BOTTOM OF WALL ELEVATION EDGE OF WALK ELEVATION TOP OF STAIR ELEVATION BOTTOM OF STAIR ELEVATION NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL GENERAL NOTES: 1.CONTRACTOR TO COORDINATE WITH ARCHITECTURAL PLANS FOR BUILDING OVERHEAD AND MAN DOOR ELEVATION DETAILS. ALL BUILDING STOOPS SHALL HAVE A MINIMUM 1.0% CROSS SLOPE AND A MAX 2% CROSS SLOPE. 2.CONTRACTOR TO VERIFY AND COORDINATE EXTERIOR PAVEMENT ELEVATIONS ADJACENT TO STOOP AND DOOR LOCATIONS TO PROVIDE A MINIMUM 1.0% SLOPE AND A MAX 5% SLOPE AWAY FROM BUILDING AND BUILDING STOOPS. 3.THE GENERAL CONTRACTOR AND THEIR SURVEYOR SHALL BE RESPONSIBLE FOR CREATING THE STAKING MODEL. CONTRACTOR TO VERIFY ALL GRADING ELEVATIONS AND CONTACT THE OWNER/ENGINEER, PRIOR TO CONSTRUCTION, IF THERE ARE ANY DISCREPANCIES OR CONFLICTS BETWEEN THE PLANS AND TYPICAL CONSTRUCTION STANDARDS AND TOLERANCES. 4.CONTRACTOR SHALL ADJUST EXISTING UTILITY STRUCTURES RIMS TO GRADE. 5.CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR ANY RELOCATION OR LOWERING OF EXISTING UTILITIES TO ACCOMMODATE GRADING AND NEW UTILITIES. ANY REMOVAL AND REPLACEMENT OF SAID UTILITIES SHALL BE INCIDENTAL. BUILDING DOOR ELEVATIONS: 1.THE ELEVATIONS SHOWN AT THE BUILDING DOORS AND BUILDING WALLS ON THE GRADING PLAN ARE FOR COORDINATION ONLY. BUILDING ARCHITECTURAL/STRUCTURAL PLANS AND DETAILS SHALL GOVERN FOR BUILDING DOOR ELEVATIONS, STOOP SLOPES AND EXPOSED WALLS OR FOOTINGS. 2.CONTRACTOR TO COORDINATE AND VERIFY ALL BUILDING AND DOOR ELEVATIONS WITH EXTERIOR IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING PRIOR TO CONSTRUCTION. IF THERE IS A DISCREPANCY, CONTRACTOR TO CONTACT OWNER/ENGINEER FOR DIRECTION PRIOR TO CONSTRUCTION AND/OR INSTALLATION. ADA RAMP & LANDING NOTES: 1.RAMPS ON SIDEWALKS THAT EXCEED 5% RUNNING SLOPE MUST HAVE A MINIMUM OF 5'X5' LANDING AT THE TOP AND BOTTOM OF THE RAMP. THE LANDING SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 2.NOT ALL RAMPS AND LANDINGS ARE CALLED OUT ON PLANS. ANYWHERE A WALK EXCEEDS 5% SLOPE, AS SHOWN ON THE GRADING PLAN, SHALL BE CONSIDERED AN ADA RAMP AND THEREFORE MUST HAVE LANDINGS. TOPSOIL NOTES: 1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS. 2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED) AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 8". 3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE. 4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4 PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. 6.CONTRACTOR SHALL VERIFY EXISTING DEPTH OF TOPSOIL PRIOR TO CONSTRUCTION. IF SUITABLE TOPSOIL IS NOT PRESENT ON SITE, CONTRACTOR SHALL IMPORT SUITABLE TOPSOIL FROM AN APPROVED BORROW LOCATION TO PROVIDE THE MINIMUM 8" DEPTH TOPSOIL REQUIRED BY CITY CODE FOR OPEN SPACE DISTURBED AREAS. D SSANSAN 1067 1066.46 1066.38 1066.78 1066.67 1066.74 1066.42 1066.32 1066.42 1066.37 1066.81 1066.75 1066.94 1066.87 0. 7 % 1. 2 % 4. 8 % 1.3% 3. 3 % 4. 2 % 0.0% 2.0% 3.5% 1. 0 % 5.0% 5.0% 1. 3 % 1.3% 0. 5 % 1.8%1.9% 0. 4 % 1.3% 3.1% 4. 7 % 1.0%1.0% 1.1% 1. 0 % 1066.83T/C 1066.33G 1066.79T/C 1066.29G 1066.91 1066.91 1.7% 1066.541066.54 1.5% 0. 0 % 1.0% 0. 5 % 3. 3 % 4. 1 % 1. 4 % 1. 2 % 1.0% 1. 3 % 1. 0 % 1. 0 % 1066.54G 1066.48G 1066.30G 1066.23G 1066.56T/C 1066.06G1067.40T/C 1066.90G 1066.33T/C 1065.83G 1066.02G 1065.91G 1066.18G 1066.26G 1066.33T/C 1065.83G 1066.59 1.3% 1067.44T/C 1066.94G 1067.46 1067.40 1066.99 1066.92 0.9% 0. 0 % 4. 5 % 4. 4 % 1.0% 1. 3 % 1.0% SAN SAN SAN SAN 1.0% 1.0% 1.0% 1. 3 % 4. 8 % 4. 8 % D 1066.55 1066.63 1066.51 1066.47 1066.37 1066.13 1066.11 1066.24 1066.82T/C 1066.32G 1066.90 1066.90 1066.82 1066.92T/C 1066.42G 1066.73 1066.55 1066.65 1067.02 1067.15T/C 1066.65G 1067.13T/C 1066.63G 1066.941066.82T/C 1066.32G 1066.93 1066.81T/C 1066.31G 1066.601066.48G 1066.77 1066.65G 1066.63 0. 0 % 1.5% 1.5% 3. 7 % 1. 9 % 1.5% 0. 1 % 1.1% 1.4% 1. 0 % 1.6% 0.9% 1. 4 % 0. 0 % 2.0% 2.1% 1.0% 1.0%0.5% 0.5% 1.3%4.1% 1. 0 % 1. 0 % 1. 0 % 3.6% 3.1% 0. 5 % 3.1% 3.5% 0. 0 % 1.0% 1. 4 % 1. 0 % 0. 2 % 5. 4 % 1. 9 % 0. 8 % 1066.11 1066.19 0.0% 1. 0 % 1.3% 1066.16G 1066.25G 1066.23G 1066.31G 1067.27 1067.37 1067.38 1067.27 4.1% 5. 4 % 1.5% 1.7% 0. 0 % 0.0% 1.5% 0. 0 % 1. 9 % 1.0% 1. 0 % 1066.50 3. 7 % 1.5% 1. 4 % 1 0 6 7 W8"W8"W8"W8"W8"W8"W8"W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" 1066.21 1066.26 1066.16 1066.52G 1067.26 1066.77T/C 1066.27G 1066.91 1066.89T/C 1066.39G 1066.58 1066.62 1066.96 1067.17T/C 1066.67G 106 6 10 6 7 1066.57 1066.48 WV WV 1 0 6 7 1.1% 1.5% 1.8% 1.0% 0. 6 % 1. 1 % 1. 0 % 0. 5 % 0. 0 % 1. 4 % 0. 0 % 1.5% 1.5% 2.7% 2.8%2.8% 2.7% 0. 6 % 1.0% 2. 9 % 1.0% 0. 9 % 0. 8 % 1. 1 % 1. 3 % 1.3% 1. 6 % 0.9% 2.9% 2.8% 1. 0 % 3.0% 2.8% 1. 0 % 1.0% 1. 0 % 1.5% 0.4%0.4% 1.5% 4.4% 4.3%1.3% 1.2% 4.3% 4.3% 1.3% 1.3% 1.0% 0. 0 % 3. 7 % 1.5% 1. 0 % 1066.15 1066.85 1066.98 1066.88 1066.82 1066.77 1066.85 1066.90 1066.78 1067.45 1067.451067.38 1067.15 1067.15 1067.37 0. 6 % 1067.50T/C 1067.00G 1067.44T/C 1066.94G 1065.73 1067.61 1067.61 1067.51T/C 1067.01G 1067.51T/C 1067.01G 1067.61 1067.56 1066.85T/C 1066.35G 1066.551066.75T/C 1066.25G 1066.25G 1066.80T/C 1066.30G 1066.25G 1066.33G 1066.33G 1066.85T/C 1066.35G 1066.77T/C 1066.27G 1066.851066.93 1066.52 1066.48 1067.03T/C 1066.53G 1067.03T/C 1066.53G 1066.90T/C 1066.40G 4.3% 4.4% 0. 0 % 1066.47 1066.54 6. 6 % 6. 1 % 1067.50T/C 1067.00G 1067.61 1.5% 0. 0 % 0. 0 % 4. 5 % 2. 2 % 2. 2 % 0. 4 % 0. 0 % 11 7 . 9 % 3. 9 % 1.5% 1.5% 7.5% 0. 1 % 1066.21 1066.22 1066.23 1066.53 1066.65 1066.65 1066.53 2. 7 % 1.5% 1.2% 1.2% 0. 8 % 1066.70 1066.63 CO 1066.62 1067.00 1067.05 1065.88 0. 0 % 1. 0 % 0. 5 % 0. 5 % 1.5% 2. 9 % 4. 0 % 2. 9 % 0. 3 % 1.5% 1.8% 0. 1 % 1067.29 1066.92T/C 1.5% 1066.88 W 8" W 8" W 8" SA N SA N SA N SA N 1066.75 1067.35T/C 1066.85G 1066.73TC 1066.63 1066.41G 1066.75 1066.93T/C 1066.43G 1067.05 1067.24T/C 1066.74G 1.3 % 1.3 % 3.7 % 3.5 % 1.3 % 1.5 % 1.3 % 0.7 % 0.9 % 1066.46 1066.41 3.8 % 1.2 % 1066.33G 1066.48G 1066.56G 1066.62 1066.55 1.5 % 6.1 % 4.1 % 1.5 % 1.5 % 6.1 % 0.5 % 0.5 %1.0 % SA N 1.5 % SA N 1.0 % 1.5 % 0.8 % 0.8 % W8"W8"W8"W8"W8"W8" S SAN SAN SANSAN 1066.97 1066.90 1066.84 1067.26G 1067.31G 1067.90 1067.40 1067.35 1067.66 1067.57T/C 1067.07G FFE/MPE=1067.50 1. 5 % 1. 5 % 1. 5 % 1. 6 % 1. 5 % 2.2% 1. 3 % 2. 1 % 1. 9 % 0.0% 1. 5 % 0.5% 1. 5 % 1. 5 % 1067.93 1067.61T/C 1067.11G 1067.84T/C 1067.34G 1067.81T/C 1067.31G 1067.93 3.1% 1067.84T/C 1067.34G 3.4% 1067 1067.71 1067.61 1067.79 1067.88 3.9%1.6%1.6%0.5% 0.3% 0.7%0.7%0.8% 0.0% 1. 0 % 1.6% 1. 0 % 1067.75 1067.92 0.0%0.3%5.6% 1. 4 % 0.3%5.6%0.0%1.6% 8" W 8" S 1067.46 1067.41 HY D 1067.18T/C 1067.30 1067.38 1067.25 1067.18 1067.21 1067.36 1.5 % 1.0 % 1.5 % 1.8 % 1.9 % 1.5 % 1.4 % 1.5 % 0.6 % 0.6 % 1.4 % 1.5 % 1.5 % 1067.07 3.7 % 3.6 %1067.10G 1066.98G 1067.17G 1067.10G 1067.26T/C 1066.76G 0.3 % 0.3 % SA N 1.0 % 1.5 % 1.0 % 3.7 % 3.7 % 1.6 % 1067.03 G1067.28 T/C GR A D I N G P L A N C3.3 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: TH E P E A K A T K E T T L E S T O N E A P A R T M E N T S WA U K E E , I A - P H A S E 2 JG DB 07-20-2023 1ST CITY SUBMITTAL 10-04-2023 2ND CITY SUBMITTAL 03-12-2024 3RD CITY SUBMITTAL 04-30-2024 4TH CITY SUBMITTAL 05-13-2024 5TH CITY SUBMITTAL 07-02-2024 6TH CITY SUBMITTAL 07-19-2024 7TH CITY SUBMITTAL 190377-1 GRAPHIC SCALE 010 5 10 20 M: \ L A N D P R O J E C T S 2 0 1 9 \ 1 9 0 3 7 7 - 1 K E T T L E S T O N E A P A R T M E N T S \ D W G \ P H A S E 2 \ C 3 G R A D I N G . D W G 7/ 2 2 / 2 0 2 4 1 0 : 2 9 : 3 4 A M ADA DETAIL #1 SCALE: 1" = 10' ADA DETAIL #3 SCALE: 1" = 10' BUILDING #4 ADA PARKING DETAIL #2 SCALE: 1" = 10' ADA DETAIL #4 SCALE: 1" = 10' ADA DETAIL #5 SCALE: 1" = 10' BUILDING #5 ADA PARKING DETAIL #6 SCALE: 1" = 10' GRADING LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION 150.50E/W 150.50B/W 150.50T/W 150.50G 150.50T/C 150.50 150 150 150.50T/S 150.50B/S BOTTOM OF WALL ELEVATION EDGE OF WALK ELEVATION TOP OF STAIR ELEVATION BOTTOM OF STAIR ELEVATION NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL CO CO W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" D D D D D SS S S S S S S S A N S A N SAN SAN SAN SAN SAN SAN SANSANSANSAN SA N SA N SA N SA N SA N SA N SA N SAN 9 CAR GARAGE FFE/MPE=1066.75 8" WATER SERVICE, SPLIT 4" DOMESTIC & 8" FIRE (REF MECH FOR CONT.) H Y D HY D HY D HY D H Y D W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" RISER ROOM BUILDING #4 60-PLEX (3 STORIES) 17,560 SF FFE/MPE = 1068.00 BUILDING #5 30-PLEX (3 STORIES) 9,000 SF FFE/MPE = 1068.00 9 CAR GARAGE FFE/MPE=1066.75 9 CAR GARAGE FFE/MPE=1066.75 PIPE 42 97LF 36" RCP @ S=0.48% STORM #41 60" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1065.47 FL(N)=1058.13 FL(S)=1058.03 PIPE 41 134LF 36" RCP @ S=0.52% STORM #40 60" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1065.28 FL(N)=1058.66 FL(S)=1058.56 PIPE 40 86LF 36" RCP @ S=0.50% PIPE 39 61LF 30" N-12 @ S=0.44% EXISTING STORM #42 MOD. SW-506 INTAKE (SEE DETAIL 9/C6.1) T/C=1062.84 FL(SE)=1056.67 FL(NE)=1056.77 FL(W)=1056.77 STORM #39 60" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1065.75 FL(E)=1059.67 FL(W)=1059.57 STORM #27 48" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1066.67 FL(W) = 1061.90 FL(N)=1061.80 FL(S)=1061.70 STORM #26 48" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1066.30 FL(W)=1062.40 FL(S)=1062.30 PIPE 26 100LF 15" N-12 @ S=0.50% STORM #30 SW-501 INTAKE T/C=1066.93 FL(N)=1061.90 FL(SE)=1061.80 PIPE 29 51LF 15" N-12 @ S=0.66% PIPE 30 46LF 15" N-12 @ S=0.63% PIPE 40A 112LF 36" RCP @ S=0.48% STORM #40A 60" SW-401 MANHOLE RIM=1067.21 FL(E)=1059.30 FL(N)=1061.28 FL(S)=1059.20 PIPE 27 85LF 18" N-12 @ S=0. 4 9 % PIPE 39A 37LF 24" N-12 @ S=0.51% STORM #39A 48" SW-401 MANHOLE RIM=1066.35 FL(N)=1059.96 FL(E)=1059.96 FL(W)=1059.86 PIPE 34 101LF 24" N-12 @ S=0.40% PIPE 33 117LF 24" N-12 @ S=0.40% STORM #33 48" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1066.92 FL(N)=1061.04 FL(S)=1060.94PIPE 33A 70LF 24" N-12 @ S=0.53% STORM #33A SW-501 INTAKE TYPE Q CASTING T/C=1066.55 FL(SE)=1061.51 FL(NW)=1061.51 FL(S)=1061.41 STORM #32 SW-501 INTAKE T/C=1066.37 FL(NW)=1061.77 STORM #16 48" SW-502 INTAKE W/ HD FLAT GRATE ADJUST GRATE TO GRADE GRATE=1065.94 FL(S)=1059.08 FL(W)=1059.18 FL(N)=1059.28 STORM #18A 48" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1065.97 FL(S)=1060.21 FL(N)=1060.98 PIPE 17 72LF 24" N-12 @ S=0.50% STORM #18 48" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1065.90 FL(W)=1060.65 FL(S)=1060.55 PIPE 18 86LF 18" N-12 @ S=0.50% STORM #36 48" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1065.77 FL(W)=1061.19 PI P E 3 6 95 L F 1 8 " N - 1 2 @ S = 0 . 5 0 % STORM #37 48" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1065.73 FL(N) = 1060.72 FL(E)=1060.72 FL(W)=1060.62 PIPE 38 43LF 18" N-12 @ S=0.51% STORM #29 24" NYLOPLAST INTAKE W/ BEEHIVE GR. GRATE=1065.00 FL(NW)=1062.34 FL(E)=1062.34 FL(S)=1062.24 STORM #31 SW-501 INTAKE T/C=1066.25 FL(W)=1061.63 PIPE 31 126LF 15" N-12 @ S=0.50% PIPE 15A 213LF 18" N-12 @ S=0.49% STORM #15A 24" NYLOPLAST INTAKE W/ BEEHIVE GR. GRATE=1065.06 FL(S)=1062.49 FL(N)=1062.59 STORM #28 24" NYLOPLAST INTAKE W/ BEEHIVE GR. GRATE=1065.66 FL(SE)=1062.84 PIPE 23 240LF 18" N-12 @ S=0.50% STORM #23 36" NYLOPLAST BASIN W/ SOLID LID RIM=1065.00 FL(W)=1061.00 FL(S)=1059.65 FL(N)=1059.75 STORM #25 24" NYLOPLAST INTAKE W/ BEEHIVE GR. GRATE=1061.36 FL(N)=1057.15 FL(E)=1057.05 PIPE 25 11LF 18" N-12 @ S=2.62% STORM #24 24" NYLOPLAST INTAKE W/ BEEHIVE GR. GRATE=1063.55 FL(N)=1058.45 FL(S)=1058.35 PIPE 24 240LF 18" N-12 @ S=0.50% HY D H Y D HY D STRUCTURE #4 48" SW-301 MANHOLE RIM=1065.95 INV(SW)=1046.18 INV(E)=1057.75 INV(N)=1046.28 140LF 8" SAN SWR @ S=1.62% 203LF 8" SAN SWR @ S=1.00% STRUCTURE #6 48" SW-301 MANHOLE RIM=1066.44 INV(S)=1055.40 INV(N)=1055.50 STRUCTURE #7 48" SW-301 MANHOLE RIM=1067.25 INV(S)=1056.27 INV(N)=1056.37 155LF 8" SAN SWR @ S=0.50% STRUCTURE #8 48" SW-301 MANHOLE RIM=1066.57 INV(S)=1057.16 INV(SE)=1057.26 INV(W)=1058.20 158LF 8" SAN SWR @ S=0.50% 28 8 L F 8 " S A N S W R @ S = 0 . 5 0 % STRUCTURE #9 48" SW-301 MANHOLE RIM=1066.09 INV(SE)=1058.80 INV(NW)=1058.70 INV(S)=1059.05 STRUCTURE #10 48" SW-301 MANHOLE RIM=1066.96 INV(NW)=1060.12 66 L F 8 " S A N S W R @ S = 2 . 0 0 % 45° BEND 22.5° BEND RELOCATED HYDRANT HYD. ASSEMBLY HYD. ASSEMBLY HYD. ASSEMBLY HYD. ASSEMBLY HYD. ASSEMBLY RELOCATED HYDRANT 8" X 6" TEE 8" X 6" TEE 8" X 6" TEE 8" X 6" TEE 8" X 8" TEE 8" X 8" TEE 8" X 6" TEE 8" X 6" TEE BOT. STORM=1059.31 TOP SAN=1056.22 BOT. STORM=1056.46 TOP SAN=1044.58 BOT. WATER=1060.53 TOP SAN=1055.60 BOT. STORM=1058.64 TOP WATER=1057.15 *ENSURE AT LEAST 1.5' OF VERTICAL SEPARATION BOT. STORM=1059.07 TOP WATER=1057.57 *ENSURE AT LEAST 1.5' OF VERTICAL SEPARATION EXISTING STRUCTURE #1 48" SW-301 MANHOLE RIM=1063.10 INV(NE)=1043.91 INV(E)=1041.91 INV(SW)=1041.81 BOT. WATER=1059.55 TOP SAN=1046.37 WV 8" X 6" TEE WV WV WV TRANSFORMER (REF. ELEC.) TRANSFORMER (REF. ELEC.) STORM #44A 24" NYLOPLAST INTAKE GRATE=1066.47 FL(N)=1058.19 FL(E)=1062.37 FL(W)=1058.09 PIPE 44 76LF 24" N-12 @ S=1.01% STORM #43A 18" NYLOPLAST BASIN RIM=1066.70 FL(S)=1060.22 FL(E)=1062.10 PIPE 43 199LF 18" N-12 @ S=1.02% BOT. STORM=1057.67 TOP SAN=1046.98 BOT. STORM=1057.17 TOP WATER=1055.68 *ENSURE AT LEAST 1.5' OF VERTICAL SEPARATION 8" SAN SERVICE TO BLDG INV(N)=1062.00 (REF. MECH. FOR CONT.) 8" SAN SERVICE TO BLDG INV(E)=1060.00 (REF. MECH. FOR CONT.) CONNECT TO MANHOLE W/ SW-307 DROP CONNECTION (SEE DETAIL 8/C6.1) 66LF 8" SAN SWR @ S=4.49% 38LF 8" SAN SWR @ S=4.77% BOT. STORM=1058.40 TOP WATER=1056.40 STORM #43 24" NYLOPLAST INTAKE GRATE=1066.30 FL(W)=1062.64 27LF 18" N-12 @ S=1.98% STRUCTURE #21 24" NYLOPLAST INTAKE W/ BEEHIVE GR. GRATE=1065.60 FL(S)=1061.08 PIPE 21 263LF 12" N-12 @ S=0.50% W 8" 45° BEND 45° BEND BOT. STORM=1061.85 TOP WATER=1060.00 MIN 18" SEPARATION TOP. SAN=1059.96 BOT WATER=1061.46 *ENSURE AT LEAST 1.5' OF VERTICAL SEPARATION STRUCTURE #15B 24" NYLOPLAST BASIN W/ SOLID LID RIM=1066.00 FL(NW)=1063.41 PIPE 15B 68LF 18" N - 1 2 @ S = 0 . 5 0 % STRUCTURE #29A 24" NYLOPLAST BASIN W/ SOLID LID RIM=1066.93 FL(NE)=1062.74 FL(W)=1062.64 STRUCTURE #35 24" NYLOPLAST INTAKE W/ BEEHIVE GR. GRATE=1065.21 FL(E)=1061.00 FL(S)=1060.90 STRUCTURE #38 48" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1066.02 FL(E)=1060.28 FL(N)=1060.28 FL(W)=1060.18 PIPE 35 114LF 15" N-12 @ S=0.54% STORM #44 24" NYLOPLAST INTAKE GRATE=1066.44 FL(W)=1062.63 26LF 18" N-12 @ S=1.00% STORM #15 24" NYLOPLAST INTAKE W/ BEEHIVE GR. GRATE=1064.50 FL(N)=1061.45 PIPE 32 64LF 15" N-12 @ S=0.40% PIP E 2 8 10 0 L F 1 2 " N - 1 2 @ S = 0 . 5 0 % PI P E 2 9 A 59 L F 1 2 " N - 1 2 @ S = 0 . 5 1 % PI P E 3 7 67 L F 1 8 " N - 1 2 @ S = 0 . 5 0 % TRANSFORMER (REF. ELEC.) 40 CAR GARAGE FFE/MPE=1067.50 18 CAR GARAGE FFE/MPE=1067.50 STORM #34 48" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1066.92 FL(N)=1060.47 FL(S)=1060.37 STORM #42A 72" SW-401 MANHOLE RIM=1065.15 FL(N)=1057.33 FL(E)=1057.33 FL(SW)=1057.23 11 P L E X T O W N H O M E GA R A G E F F E / M P E = 1 0 6 7 . 5 0 NO B A S E M E N T 11 CAR GARAGE FFE/MPE=1067.75 45° BENDW8" 8" VALVE W6" W6"W6"W6" RISER ROOM SPLIT 4" DOMESTIC & 6" FIRE (REF. DETAIL 7/C6.1) (REF MECH FOR CONT.) FDC RISER ROOM SPLIT 4" DOMESTIC & 6" FIRE (REF. DETAIL 7/C6.1) (REF MECH FOR CONT.) FDC STORM #22 18" FES FL(E)=1061.50 PIPE 22 12LF 18" N-12 @ S=4.03% FIELD VERIFY EXISTING 8" WATERMAIN & CONNECT 8" WATER W/ TAPPING SLEEVE & VALVE BOT. STORM=1061.27 TOP SAN=1058.41 BOT. STORM=1061.57 TOP SAN=1058.48 69LF 8" SAN SWR @ S=5.36% S STRUCTURE #5 48" SW-301 MANHOLE RIM=1065.85 INV(S)=1048.31 INV(N)=1050.21 INV(E)=1049.05 SAN SAN121LF 8" SAN SWR @ S=4.28% SA N ST ST ST LOT 3 KETTLESTONE PEAK APARTMENTS 4.30 AC CONNECT TO MANHOLE W/ SW-307 DROP CONNECTION (SEE DETAIL 8/C6.1) 8" SAN SERVICE TO BLDG INV(N)=1061.45 (REF. MECH. FOR CONT.) ST 347LF 8" WATER166LF 8" WATER 21 1 L F 8 " W A T E R 86 L F 8 " W A T E R 110LF 6" WATER 17 5 L F 8 " W A T E R 315LF 8" WATER 45LF 8" WATER 30 4 L F 8 " W A T E R 57 L F 6 " W A T E R 98LF 8" WATER 49LF 8" WATER 23LF 8" WATER ALLURE BUILDING 191 UNITS (4-STORIES) FFE/MPE = 1067.45 LOT 2 KETTLESTONE PEAK APARTMENTS 5.57 AC 98LF 8" WATER 28LF 8" WATER 8" X 8" TEE SA N 68LF 8" SAN SWR @ S=1.00% W8" W8" 180LF 8" WATER 44LF 8" WATER RISER ROOM 94 L F 8 " W A T E R 8" X 8" TEE S T 26 L F 6 " W A T E R 18LF 8" WATER CONNECT TO EX 8" MAIN BOT. WATER =1059.00 TOP SAN=1047.10 CONNECT TO EX 8" MAIN CONTRACTOR TO VERIFY DEPTH AND LOCATION ST ST ST 8" X 6" TEE REF PLUMB FOR CONT. 8" SAN SERVICE TO BLDG INV(N)=1049.73 (REF. MECH. FOR CONT.) WV TRANSFORMER (REF. ELEC.) BOT. STORM=1060.10 TOP SAN=1049.96 SHED SHED CONNECT TO EXISTING STORM CONNECT DOWNSPOUTS SIZE AND MATERIAL BY OTHERS (TYP) CONNECT DOWNSPOUTS TO ROOF DRAIN LINE BY OTHERS TYP. CONNECT DOWNSPOUTS TO 8" HDPE ROOF DRAIN, TYP. FL=1062.84 (FIELD VERIFY) @S=1.00% CONNECT DOWNSPOUTS TO 8" HDPE ROOF DRAIN, TYP. FL=1063.71 (FIELD VERIFY) @S=0.75% C/O RIM=1067.69 FL(S)=1061.00 FL(E)=1062.55 FL(E)=1062.05 INSERTATEE EX. S T O R M P I P E # 2 0 101 L F 3 6 " R C P @S=0 . 4 0 % TYPICAL UTILITY SERVICE LAYOUT AND ORDER (SEE DETAIL 10/C6.1) 12" NYLOPLAST BASIN W/ BEEHIVE GRATE RIM=1066.16 FL(W)=1062.55 CLEANOUT FL=1062.98 CLEANOUT FL=1062.30 STORM #106 24" NYLOPLAST BASIN W/ BEEHIVE GRATE RIM=1065.25 FL(S)=1060.66 FL(N)=1060.66 FL(W)=1060.66 PIPE 107 126 LF 24" DUCTILE IRON @ S=0.50% STORM #107 36" NYLOPLAST BASIN W/ BEEHIVE GRATE RIM=1065.25 FL(N)=1060.46 FL(E)=1060.36 STORM #104 18" NYLOPLAST BASIN W/ BEEHIVE GRATE RIM=1065.00 FL(W)=1061.26 FL(E)=1061.16 PIPE 106 41 LF 18" N-12 @ S=1.00% PIPE 104 50 LF 15" N-12 @ S=1.00% STORM #105 18" NYLOPLAST BASIN W/ BEEHIVE GRATE RIM=1065.48 FL(S)=1061.14 STORM #103 18" NYLOPLAST BASIN W/ BEEHIVE GRATE RIM=1065.27 FL(N)=1061.60 FL(S)=1061.60 FL(SE)=1061.50 STORM #101 18" NYLOPLAST BASIN W/ BEEHIVE GRATE RIM=1065.47 FL(S)=1061.84 PIPE 105 48 LF 15" N-12 @ S=1.00% PIPE 103 45 LF 12" N-12 @ S=1.00% PIPE 101 47 LF 8" N-12 @ S=0.50% STORM #102 18" NYLOPLAST BASIN W/ BEEHIVE GRATE RIM=1065.75 FL(N)=1061.95 PIPE 102 35 LF 12" N-12 @ S=1.00% PIPE 109 37 LF 15" N-12 @ S=0.50% BY OTHERS PIPE 108 35 LF 15" N-12 @ S=0.50% BY OTHERS 15" HDPE @S=1.00% SEE MECH FOR CONTINUATION 15" HDPE @S=1.00% SEE MECH FOR CONTINUATION 8" HDPE FL(W)=1064.00 ROOF DRAIN SIZE AND MATERIAL BY OTHERS FL(W)=1064.00 BOT. STORM=1059.66 TOP WATER = 1056.40 INSERT A TEE FL =1059.72PIPE 18A 94LF 18" N-12 @ S=0.50% STORM #17 48" SW-502 INTAKE W/ HD FLAT GRATE GRATE=1065.91 FL(S)=1059.64 FL(N)=1059.74 TOP STORM = 1060.58 BOT. STORM=1059.08 TOP WATER = 1056.40 BOT WATER = 1055.40 BOT. STORM=1060.55 TOP WATER = 1056.40CRITICAL CROSSING CRITICAL CROSSING CRITICAL CROSSING CRITICAL CROSSING STORM UNDER BUILDING BY OTHERS REF MECHANICAL AND STRUCTURAL FOR MATERIAL AND ROUTING BOT. STORM=1060.17 TOP WATER=1058.25 MIN 18" SEPARATION INSERTATEEINSERTATEEINSERTATEEINSERTATEE 38.5 L.F 8" N-12 155 L.F 8" N-12 INSERTATEE INSERTATEE CO CONNECT DOWNSPOUTS TO ROOF DRAIN LINE BY OTHERS TYP. INSERTATEE INSERTATEE INSERTATEE INSERTATEE S SA N SA N SA N SA N SA N SA N SA N SAN D D D W W HY D HYD. ASSEMBLY H Y D EX. HYD. H Y D WV EX . 2 5 . 0 3 ' L A N D S C A P E BU F F E R E A S E M E N T EX . 1 0 ' P U E EX . 2 5 ' L A N D S C A P E BU F F E R E A S E M E N T EX. 1 0 ' P U E W W W W W W W W WV WV EX. 25' LANDSCAPE BUFFER EASEMENT EX . 1 0 ' P U E 10 ' U N D E R G R O U N D EL E C . E A S E M E N T S EX 2 5 ' L A N D S C A P E BU F F E R E A S E M E N T EX 2 5 ' LA N D S C A P E BU F F E R EA S E M E N T 10 ' P U B L I C U T I L I T Y E A S E M E N T BOOK 2022 PG. 10294 BO O K 2 0 2 2 P G 1 0 2 9 3 BO O K 2 0 2 2 P G 1 0 2 9 3 BO O K 2 0 2 2 P G 1 0 2 9 4 BO O K 2 0 2 2 PG 1 0 2 9 4 BO O K 2 0 2 2 P G . 1 0 2 9 4 BO O K 2 0 2 2 P G . 1 0 2 9 4 BO O K 2 0 2 2 P G 1 0 2 9 3 BO O K 2 0 2 2 P G 1 0 2 9 3 UT I L I T Y P L A N C4.1 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: TH E P E A K A T K E T T L E S T O N E A P A R T M E N T S WA U K E E , I A - P H A S E 2 JG DB 07-20-2023 1ST CITY SUBMITTAL 10-04-2023 2ND CITY SUBMITTAL 03-12-2024 3RD CITY SUBMITTAL 04-30-2024 4TH CITY SUBMITTAL 05-13-2024 5TH CITY SUBMITTAL 07-02-2024 6TH CITY SUBMITTAL 07-19-2024 7TH CITY SUBMITTAL 190377-1 GRAPHIC SCALE 030 15 30 60 M: \ L A N D P R O J E C T S 2 0 1 9 \ 1 9 0 3 7 7 - 1 K E T T L E S T O N E A P A R T M E N T S \ D W G \ P H A S E 2 \ C 4 U T I L I T Y . D W G 7/ 2 2 / 2 0 2 4 1 0 : 3 1 : 2 0 A M UTILITY NOTES: 1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE. 2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE. 3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT. 4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE. 5.PIPE LENGTHS CALLED OUT ON PLANS ARE FOR REFERENCE ONLY, CONTRACTOR TO VERIFY PIPE LENGTHS DURING CONSTRUCTION. 6.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP. 7.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP. 8.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP. 9.ALL NYLOPLAST BASINS SHALL HAVE CASTINGS SECURELY FASTENED TO THE BASIN BODY, AND ALL GRATES/LIDS SHALL BE BOLTED DOWN TO THE CASTINGS. 10.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE. PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS. 11.CONTRACTOR TO REFER TO MEP PLANS FOR ALL BUILDING SERVICE CONNECTIONS. 12.CONTRACTOR TO VERIFY ALL SERVICE CONNECTIONS TO PUBLIC UTILITIES PRIOR TO CONSTRUCTION. 13.CONTRACTOR TO COORDINATE WITH MEP PLAN PRIOR TO CONSTRUCTION. 14.CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER FOR NEW CONNECTIONS TO PUBLIC UTILITIES OWNER MAINTENANCE NOTES: 1.THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE DETENTION BASIN TO ASSURE THE EFFECTIVENESS OF STORM WATER MANAGEMENT. 2.CONDUCT QUARTERLY INSPECTIONS FOR ANY DEFECTS, OBSTRUCTIONS OR CHANGES FROM ORIGINAL DESIGN. 3.REMOVE ALL TRASH, LITTER, DEBRIS OR OBSTRUCTIONS FROM THE BASIN AND ANY INLETS & OUTLETS. 4.INSPECT AND DETERMINE DEPTH OF BASIN ON AN ANNUAL BASIS. 5.REMOVE ANY ACCUMULATED SEDIMENT FROM THE OUTLET STRUCTURE ANNUALLY. REMOVE ANY SEDIMENT ACCUMULATED IN THE BASIN WHEN IT HAS REACHED A DEPTH OF 25% OR MORE OF THE ORIGINAL DESIGN DEPTH. 6.ALL MAINTENANCE, RESTORATION AND REPAIRS SHALL COMPLY WITH THE ORIGINAL DESIGN. UTILITIES S S S H Y D HYD H YD H Y D HYD S CO CO HYD H Y D H YD HYD H Y D H YD HY D HYD WV WV WV WV CO LA N D S C A P E D E T A I L S C5.1 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: TH E P E A K A T K E T T L E S T O N E A P A R T M E N T S WA U K E E , I A - P H A S E 2 JG DB 07-20-2023 1ST CITY SUBMITTAL 10-04-2023 2ND CITY SUBMITTAL 03-12-2024 3RD CITY SUBMITTAL 04-30-2024 4TH CITY SUBMITTAL 05-13-2024 5TH CITY SUBMITTAL 07-02-2024 6TH CITY SUBMITTAL 07-19-2024 7TH CITY SUBMITTAL 190377-1 DO NOT CUT CENTRAL LEADER WRAP TRUNK WITH APPROVED TREE WRAP TO FIRST BRANCH 4" DEEP HARDWOOD MULCH CUT SYNTHETIC CORDS AROUND ROOTBALL AND TRUNK -ENTIRELY REMOVE WIRE BASKETS FROM BALL SET ROOTBALL ON UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING (TYP.) NOT TO SCALESCALE: SCARIFY SIDES & BOTTOM OF PLANTING PIT STAKING ORIENTATION NORTH NORTH 2 STAKES - 3" CAL. & LESS 3 STAKES - GREATER THAN 3" CAL. 3'-0"SET ROOTBALL FLUSH WITH FINISHED GRADE DO NOT PLACE MULCH IN CONTACT WITH BASE OF TREE PRUNE ANY DEAD/DAMAGED BRANCHING FROM TREE. MAINTAIN OVERALL APPEARANCE. USE HOSE GUARDS AROUND TRUNK ON STAKING WIRE. TIE WIRE TO STEEL POSTS PLACED OUTSIDE PLANT PIT. LEAVE STAKES IN PLACE NO MORE THAN 1 YEAR FROM INSTALLATION. CONTRACTOR RESPONSIBLE FOR REMOVAL. 4" DEPTH SHREDDED HARDWOOD MULCH SCARIFY SIDES & BOTTOM OF PLANTING PIT EVERGREEN TREE PLANTING (B&B) NOT TO SCALESCALE: CUT SYNTHETIC CORDS AROUND ROOTBALL AND TRUNK -ENTIRELY REMOVE WIRE BASKETS FROM BALL SET ROOTBALL ON UNDISTURBED SUBGRADE 3'-0" DO NOT PLACE MULCH IN CONTACT WITH BASE OF TREE DECIDUOUS SHRUB DETAIL EVERGREEN SHRUB DETAIL PLANTING ON SLOPES FIRMLY COMPACT SAUCER (USE TOPSOIL) ORIGINAL GROUND LINE SUB-SOIL 4" MULCH PLANTING PIT TWICE THE WIDTH OF ROOTBALL 1 2 SHRUB PLANTING (TYP) NOT TO SCALESCALE: M: \ L A N D P R O J E C T S 2 0 1 9 \ 1 9 0 3 7 7 - 1 K E T T L E S T O N E A P A R T M E N T S \ D W G \ P H A S E 2 \ C 5 L A N D S C A P E P L A N . D W G 7/ 2 2 / 2 0 2 4 1 0 : 3 3 : 1 7 A M GENERAL LANDSCAPE REQUIREMENTS TOTAL AREA 663,419 SF TOTAL REQUIRED OPEN SPACE (20%)132,684 SF PROVIDED OPEN SPACE (PHASE 1) (83%)553,600 SF PROVIDED OPEN SPACE (PHASE 2) (41%)272,493 SF GENERAL OPEN SPACE REQUIREMENT REQUIRED PROVIDED TOTAL REQUIRED OVERSTORY TREES (1.5 PER 1000 SF)144 151 TOTAL REQUIRED UNDERSTORY TREES (0.5 PER 1000 SF)48 48 TOTAL REQUIRED SHRUBS (2 PER 1000 SF)192 1217 BUFFER PLANTING REQUIREMENT - WEST AND SOUTH (25' WIDE) TOTAL BUFFER LENGTH 1,879 TOTAL REQUIRED OVERSTORY TREES (1.5 / 50LF)57 57 TOTAL REQUIRED EVERGREEN TREES (2.5 / 50 LF)94 94 TOTAL REQUIRED UNDERSTORY TREES (2.5 / 50 LF 94 94 TOTAL REQUIRED SHRUBS (15 / 50 LF)564 564 BUFFER PLANTING REQUIREMENT - NORTHEAST (25' WIDE) TOTAL BUFFER LENGTH 477 TOTAL REQUIRED OVERSTORY TREES (1.5 / 50LF)15 15 TOTAL REQUIRED EVERGREEN TREES (2.5 / 50 LF)24 24 TOTAL REQUIRED UNDERSTORY TREES (2.5 / 50 LF 24 24 TOTAL REQUIRED SHRUBS (15 / 50 LF)144 144 REQUIRED STREET TREES (SE PLEASANT VIEW DRIVE) TOTAL LENGTH OF STREET FRONTAGE 536 REQUIRED OVERSTORY TREES (1 / 40 LF)14 14 IRRIGATION NOTES: ·FOR BIDDING PURPOSES, THIS PROJECT DOES NOT INCLUDE A SITE IRRIGATION SYTEM. ·CONTRACTOR SHALL SUBMIT TO THE OWNER OR OWNER'S REPRESENTATIVE A SEPARATE PROPOSAL FOR A SITE IRRIGATION SYSTEM. PROPOSAL SHALL BE DESIGN/BUILD FOR A COMPLETE OPERATIONAL IRRIGATION SYSTEM APPROPRIATE FOR THE SITE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN, COORDINATION, TESTING, PERMITS, INSPECTIONS, ETC. LANDSCAPE NOTES: 1.ALL SODDING/SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE. 2.SOD ALL DISTURBED AREAS INCLUDING THE ROW WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES. 3.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER. 4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS. 5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 6.CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF INITIAL ACCEPTANCE. 7.FOR WARRANTY PURPOSES, THE DATE OF INITIAL ACCEPTANCE SHALL BE SUBMITTED IN WRITING TO THE OWNER AND/OR OWNER'S REPRESENTATIVE AFTER ALL PLANT MATERIALS HAVE BEEN INSTALLED AND REVIEWED BY OWNER OR OWNER'S REPRESENTATIVE. PLANT MATERIALS WILL ONLY BE ACCEPTED IF THEY ARE IN AN ALIVE AND THRIVING CONDITION. 8.CONDITIONAL ACCEPTANCE OF PLANT MATERIAL MAY BE GIVEN FOR PLANTS INSTALLED IN A DORMANT CONDITION WITH INITIAL ACCEPTANCE OCCURRING THE FOLLOWING SPRING ONCE THEY ARE SHOWN TO BE ALIVE AND THRIVING. 9.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS (INCLUDING SIZING INFORMATION) MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE. 10.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED. 11.STAKING AND GUYING OF TREES SHALL BE AT THE DISCRETION OF THE CONTRACTOR BASED ON CURRENT ACCEPTED NURSERY STANDARDS. GENERALLY, TREES IN LARGE OPEN AREAS SUBJECT O SIGNIFICANT WIND SHALL BE STAKED. STAKE AND WRAP TREES IMMEDIATELY AFTER PLANTING. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. REMOVE ALL STAKES AND GUY WIRES NO MORE THAN ONE YEAR AFTER INSTALLATION. 12.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES. 13.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT. 14.ALL PLANTING BEDS ARE TO BE ENCLOSED WITH TYPICAL STEEL EDGER. 15.ALL EDGING SHALL BE DURAEDGE 3/16" STEEL EDGING - COLOR BLACK, OR APPROVED EQUAL.. 16.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS. 17.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH. 18.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 3" THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE). 19.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH/ROCK IS INSTALLED. PHASE 1 SEE SHEET C5.2 SEE SHEET C5.3 LEGEND SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTION DEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TO MAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE) KEY PLAN NOTE: IN ADDITION TO CALIPER SIZES NOTED ABOVE, ALL PLANT MATERIAL MUST ALSO MEET THE REQUIRED MINIMUM FOR THE CITY OF WAUKEE: OVERSTORY TREES - 8' MIN, UNDERSTORY TREES - 6' MIN, EVERGREEN TREES, 6' MIN. PLANTING SCHEDULE (PHASE 2) S D D H YD EX. 25.03' LANDSCAPE BUFFER EASEMENT W W W W W W W W W W W W W V WV H YD HYD EX. 10' PUE S EX 25' LANDSCAPE BUFFER EASEMENT 10' PUBLIC UTILITY EASEMENT W EX . H Y D . BOOK 2022 PG 10293 BOOK 2022 PG 10293 BOOK 2022 PG 10294 EX I S T I N G ST O R M # 1 3 24 " N Y L O P L A S T B A S I N W/ B E E H I V E G R . RI M = 1 0 6 4 . 5 0 FL ( S ) = 1 0 5 9 . 9 5 FL ( N ) = 1 0 6 0 . 0 5 EX I S T I N G ST O R M # 1 4 24 " N Y L O P L A S T B A S I N RI M = 1 0 6 4 . 5 0 FL ( S ) = 1 0 6 0 . 6 5 FL ( N ) = 1 0 6 0 . 7 5 BOOK 2022 PG. 10294 12 0 L F 1 5 " R C P @ S = 0 . 5 0 % 55 L F 1 8 " N - 1 2 @ S = 0 . 5 0 % 11 9 L F 1 8 " N - 1 2 @ S = 0 . 5 0 % 12 0 L F 1 8 " N - 1 2 @ S = 0 . 5 0 % W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" D D D D S S S H YD H YD HYD H YD W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" 1 0 6 7 10 6 6 1 0 6 3 10 6 6 10 6 8 10 6 6 10 6 4 106 4 10 6 3 WV WV WV WV 1067 1066 W8" W8" W6"W6" 6" W6" 10 6 6 1 0 6 6 1 0 6 5 10 6 5 1 0 6 7 1 0 6 4 10 6 2 1066 1066 W8" S 10 6 5 10 6 7 LO T 2 KE T T L E S T O N E P E A K A P A R T M E N T S 5. 5 7 A C W8"W8"W8"W8" 10 6 6 10 6 6 1066 WV 10 6 3 10 6 5 1 0 6 4 1 0 6 5 106 6 1063 1 0 6 6 106710 6 7 1 0 6 7 10 6 6 KF KF KF 15 SH 1 SH 1 TT 2 CO 2 AH 1 SH 1 AV 5 PD 8 AV 1 KF 6 AV 1 KF 6 KF 6 AV 1 LD 3 AV 1 LD 3 CV 3 LD 3 AV 1 KF 6 AV 1 KF 6 AV 1 LD 3 AV 1 KF 12 AV 1 LD 3 CV 3 LD 3 CV 3 LD 3 AV 1 KF 6 KF 6 PD 8 AV 5 DK 1 PV 6 DK 1 PV 6 DK 1 PD 3 DK 1 PD 3 PV 6 LL 3 PD 3 DK 1 PV 6 DK 1 PV 8 DK 1 PD 3 DK 1 PV 6 DK 1 PV 6 DK 1 PD 3 DK 1 PV 12 DK 1 PD 3 LL 3 PD 3 LL 3 PD 3 DK 1 PV 6 PV 6 DK 3 AV 3 WB 42 PD 8 KF 8 KF 22 WB 26 KC 1 KC 1 TT 3 ER 3 SS 3 DF 1 PF 2 NP 3 PF 3 NP 2 PF 1 AV 5 LD 4 GL 3 NP 3 DF 2 NS 3 BH 2 WO 1 SW 2 DF 2 SW 1 BO 1 WO 1 SW 2 BH 3 DF 1 NS 3 AV 5 LD 4 GL 3 AV 5 LD 4 GL 3 TT 2 BO 1 PF 3 SS 1 DF 3 OG 4 ER 3 RS 2 SS 1 TC 4 BH 4 NS 2 BH 2 AV 5 GL 7 SH 1 CH 2 RO 1 CH 3 WO 5 SH 4 NS 2 WP 2 SS 4 NS 3 BU 2 WO 2 SS 3 PF 2 NS 2 NS 2 WO 1 DF 3 WO 1 PF 6 TT 1 TT 1 WO 1 AV 4 LD 4 GL 3 AV 14 LD 4 AV 7 LD 5 GL 3 AV 10 SH 1 SH 1 KF 8 AV 1 LD 3 AV 1 KF 6 AV 1 SH 1 SH 1 SH 1 SH 1 ER 2 PD 52 AV 4 AV 5 PD 52 AV 6 KF 22 AV 3 KF 8 PD 8AH 2 AH 2 GL 6 GL 3 LD 7 GL 3 GL 3 LD 8 AC 141 LD 4 EDGING(TYP) EDGING(TYP) EDGING(TYP) EDGING(TYP) LA N D S C A P E P L A N C5.2 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: TH E P E A K A T K E T T L E S T O N E A P A R T M E N T S WA U K E E , I A - P H A S E 2 JG DB 07-20-2023 1ST CITY SUBMITTAL 10-04-2023 2ND CITY SUBMITTAL 03-12-2024 3RD CITY SUBMITTAL 04-30-2024 4TH CITY SUBMITTAL 05-13-2024 5TH CITY SUBMITTAL 07-02-2024 6TH CITY SUBMITTAL 07-19-2024 7TH CITY SUBMITTAL 190377-1 GRAPHIC SCALE 020 10 20 40 M: \ L A N D P R O J E C T S 2 0 1 9 \ 1 9 0 3 7 7 - 1 K E T T L E S T O N E A P A R T M E N T S \ D W G \ P H A S E 2 \ C 5 L A N D S C A P E P L A N . D W G 7/ 2 2 / 2 0 2 4 1 0 : 3 3 : 3 7 A M NORTH EX. 10' PUE EX. 25' LANDSCAPE BUFFER EASEMENT EX . 1 0 ' P U E EX 25' LANDSCAPE BUFFER EASEMENT BOOK 2022 PG 10294 BOOK 2022 PG. 10294 BOOK 2022 PG 10293 BO O K 2 0 2 2 P G 1 0 2 9 3 CO CO W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" D S S S S 1 0 6 7 1067 1067 HY D H YD H YD 1 0 6 7 10 6 6 10 6 6 10 6 5 1 0 6 4 10 6 7 W8" 1 0 6 7 W6" W6" W6" 10 6 6 1 0 6 6 1 0 6 5 SA N SA N 1 0 6 3 1 0 6 7 1067 10 6 7 10 6 7 1066 10 6 7 1 0 6 7 1 0 6 6 SA N SA N SA N SA N SA N SA N SA N SA N SA N CO GF 5 KF 12 KF 3 CV 2 GF 6 CV 2 KF 2 KF 3 GF 5 GF 3 KF 4 KF 4 KF 4 KF 4 KF 7 GF 4 GF 3 KF 3 KF 4 KF 6 WP 5 WO 3 SS 3 WO 2 WP 5 BH 3 PF 2 BO 1 TT 2 TC 1 ER 2 RS 3 TC 1 NS 4 TT 3 RO 1 RS 2 WP 3 RL 1 OG 2 NP 2 RL 2 GL 10 LD 17 AV 27 PF 4 BH 4 ER 2 SS 1 RO 2 GL 13 LD 20 AV 25 GL 3 LD 6 AV 5 KC 1 TT 1 PF 2 TT 2 WP 1 PF 2 WP 1 BU 1 NS 3 WP 4 SS 1 AV 7 LD 4 GL 3 LD 3 GL 3 AV 7 LD 4 GL 3 SD 39 SD 39 SD 39 SD 39 SD 39 KC 2 TT 2 KC 1 KF 6 KF 6 KF 6 KF 6 KF 6 KF 6 KF 6 CV 2 CV 2 CV 2 CV 2 GF 6 GF 6 GF 6 GF 6 PD 12 PD 12 PD 12 PD 12 GF 7 CV 2 KF 6 KF 6 CV 2 GF 6 KF 6 PD 12 KF 6 GF 3 CV 2 PD 12 CV 2 KF 10 RB 2 GB 2 GB 2 CH 2 AH 1 NP 1 PF 1 GB 3 BO 2 AH 2 CH 1 GB 1 SS 1 PF 1 SS 1 AH 2 BO 1 NP 1 ER 3 TT 1 TT 1 WP 1SD 10 SD 11 SD 5 SD 10 KF 4 EDGING (TYP) EDGING (TYP) EDGING (TYP) EDGING (TYP) LA N D S C A P E P L A N C5.3 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: TH E P E A K A T K E T T L E S T O N E A P A R T M E N T S WA U K E E , I A - P H A S E 2 JG DB 07-20-2023 1ST CITY SUBMITTAL 10-04-2023 2ND CITY SUBMITTAL 03-12-2024 3RD CITY SUBMITTAL 04-30-2024 4TH CITY SUBMITTAL 05-13-2024 5TH CITY SUBMITTAL 07-02-2024 6TH CITY SUBMITTAL 07-19-2024 7TH CITY SUBMITTAL 190377-1 GRAPHIC SCALE 020 10 20 40 M: \ L A N D P R O J E C T S 2 0 1 9 \ 1 9 0 3 7 7 - 1 K E T T L E S T O N E A P A R T M E N T S \ D W G \ P H A S E 2 \ C 5 L A N D S C A P E P L A N . D W G 7/ 2 2 / 2 0 2 4 1 0 : 3 3 : 5 1 A M NORTH BUILDING #4 BUILDING #5 DE T A I L S S H E E T C6.1 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: TH E P E A K A T K E T T L E S T O N E A P A R T M E N T S WA U K E E , I A - P H A S E 2 JG DB 07-20-2023 1ST CITY SUBMITTAL 10-04-2023 2ND CITY SUBMITTAL 03-12-2024 3RD CITY SUBMITTAL 04-30-2024 4TH CITY SUBMITTAL 05-13-2024 5TH CITY SUBMITTAL 07-02-2024 6TH CITY SUBMITTAL 07-19-2024 7TH CITY SUBMITTAL 190377-1 M: \ L A N D P R O J E C T S 2 0 1 9 \ 1 9 0 3 7 7 - 1 K E T T L E S T O N E A P A R T M E N T S \ D W G \ P H A S E 2 \ C 6 D E T A I L S . D W G 7/ 2 2 / 2 0 2 4 1 0 : 3 4 : 1 4 A M 24" MIN. 12" 1" NOMINAL VA R I E S 6" M A X 1" NOMINAL 1" 5/ 8 " PARKING PAVEMENT NOTE: *IMPORTANT:* 1" EXPANSION JOINT BETWEEN ROADWAY PAVEMENT AND WALK MUST BE INSTALLED TO FULL DEPTH OF SLAB. FINISH W/ 3/4" RADIUS TOOL SEALED 'E' JOINT SEE DETAIL A & NOTES SEE PAVEMENT SECTION FOR SUBGRADE INFO IF ROCK IS USED UNDER ROADWAY PAVEMENT, CONTINUE ROCK UNDER SIDEWALK PAVEMENT, MATCH SECTION SEALED 'E' JOINT SEE DETAIL A & NOTES BUILDING WALL (WHERE APPLICABLE) 5" 5" #4 BARS 24" O/C BOTH WAYS ALL REINFORCEMENT SHALL BE EPOXY COATED 6" TURNED DOWN WALK DETAIL NOT TO SCALE 2 C6.1 EDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINT INDICATED IF FORMED; EDGING NOT REQUIRED WHEN CUT WITH DIAMOND BLADE SAW 1/2" GRAY MASTIC JOINT SEALANT MATERIAL RESILIENT JOINT FILLER SLOPE PER PLANS 1.5% MAX CROSS SLOPE (DIRECTION SHOWN ON GRADING PLANS) DETAIL A: NOT TO SCALE NOTE: IN ADA ZONES, SIDEWALK SHALL BE FLUSH WITH PARKING LOT PAVEMENT. SEE SHEET C2.1 ACCESSIBLE PARKING SIGN NOT TO SCALE MUTCD R7-8 HANDICAPPED PARKING SIGN 'VAN ACCESSIBLE' SIGN FOR VAN ACCESSIBLE SPACE MUTCD R7-8p 2" STEEL ROUND OR SQUARE PIPE PAVING OR SIDEWALK (TYP)MOWING EDGE P.C.C. FOOTING SIDEWALK DETAIL NOT TO SCALE FINISHED GROUND GRADE (INCLUDING SOD) SHALL BE 1/4" BELOW FINISHED PAVEMENT GRADE ON DOWNHILL SIDE WIDTH PER PLAN 5" PCC (UNLESS NOTED OTHERWISE) NOTE: SLOPE SIDEWALK IN ACCORDANCE WITH GRADING PLAN, 1.5% CROSS SLOPE 6" COMPACTED SUBASE 3 C6.1 4 C6.1 W 6" 6" F I R E 4" D O M E S T I C BUILDING5' 6" GATE VALVE & BOX 6"X4" TEE 4" GATE VALVE & BOX (DIMENSIONS ARE NOMINAL) 6''9'' 1 STANDARD DUTY CASTING WITH AASHTO M 306. MARK LID WITH "SANITARY" OR "SANITARY C.O." DO NOT ALLOW CASTING TO BEAR ON TOP OF RISER PIPE 6" PVC SERVICE PIPE THREADED PVC CAP OR IRON BODY FERRULE WITH BRASS SCREW PLUG 97 8"7 8" 157 8"7 8" 6" PVC RISER 45° BEND SEWER LINE 3 6" PVC RISER 45° BEND SEWER LINE WYE NOT TO SCALE DOUBLE CLEANOUT DETAIL6 C6.1 20" MIN CONCRETE PAD #4 BAR (TYP.) CASTING CASTING 1 2 3 4 .2" MIN..4" MIN. 1 2 CAP 4 NOT TO SCALEC6.1 7 WATER SERVICE SPLIT DETAIL STD. PCC PAVEMENT SECTION SCALE NONE 1 C6.1 R 2" R 1" MATCH PAVEMENT THICKNESS 6" 4.5"3" 12" COMPACTED SUBGRADE 95% STD PROCTOR 2-6" LIFTS (4000 PSI) PCC 7" PCC, C4 MIX, UNLESS NOTED OTHERWISE PER PLAN (4000 PSI) PROPOSED DOWNSPOUT (SIZE/LOCATION PER ARCH. PLANS) FLOOR SLAB PROPOSED GROUND CONNECT TO DOWNSPOUT BOOT PER MANUFACTURER SPECIFICATIONS EXTERIOR WALL PROPOSED FOUNDATION WALL DOWNSPOUT CONNECTION DETAIL SCALE NONE 5 C6.1 DOWNSPOUT BOOT CONNECT TO 6" HDPE STORM LINE W/ RUBBER BOOT & CLAMPS 6" HDPE STORM LINE W/ MIN. 2% SLOPE AND 4' COVER DROP CONNECTION NOT TO SCALE 8 C6.1 EXISTING STORM STRUCTURE#42 DETAIL NOT TO SCALE 9 C6.1 ST ST ST SAN SAN SAN G G G W W W SIDEWALK SIDEWALK NOTES: 1.REFERENCE BUILDING PLANS FOR UTILITY ENTRANCE LOCATIONS 2.ELECTRIC SERVICE ENTRANCE AND METER TO BE ON THE SIDE. CURB CURB MULTI-FAMILY RESIDENTIAL TYPICAL SERVICE DETAIL SCALE NONE ST ST ST W SA N G BUILDING ST ST ST W SA N G 10 C6.1 GM GM 18 " M I N STORM OR SANITARY SEWER WATER MAIN LOCATED ONE FULL LENGTH OF PIPE SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM THE WATER MAIN WATER MAIN & STORM OR SANITARY SEWER CROSSING DETAIL SCALE NONE 11 C6.1 NOTES: 1.THIS DETAIL SHALL APPLY ANY TIME A STORM SEWER OR SANITARY SEWER CROSSES OVER OR LESS THAN 18 INCHES BELOW A WATER MAIN. 2.WHEN WATER MAIN CROSSES UNDER STORM OR SANITARY SEWER THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 18" OF SEPARATION. 3.STORM OR SANITARY SEWER MAY NOT BE PLACED CLOSER THAN 6" BELOW A WATER MAIN. 4.MAINTAIN THE MAXIMUM FEASIBLE SEPARATION IN ALL CASES. 5.SEWER AND WATER PIPES MUST BE ADEQUATELY SUPPORTED & HAVE WATERTIGHT JOINTS. 6.CONTRACTOR SHALL INSTALL LOW PERMEABILITY SOIL FOR BACKFILL MATERIAL WITHIN 10 FEET OF THE CROSSING. 7.IN SANITARY SEWER CROSSINGS, CONTRACTOR SHALL INSTALL ONE FULL LENGTH OF SANITARY SEWER OF WATER MAIN PIPE MATERIAL WITH WATERTIGHT JOINTS LOCATED AS FAR AS POSSIBLE FROM THE CROSSING. 8.IN STORM SEWER CROSSINGS, THE CONTRACTOR SHALL INSTALL ON FULL LENGTH OF STORM SEWER PIPE OF WATER MAIN MATERIAL OR RCP WITH GASKETED JOINTS LOCATED AS FAR AS POSSIBLE FROM THE CROSSING. 9.GASKETED JOINTS SHALL COMPLY WITH ASTM C443. 6" - 1 8 " WATER MAIN 20" 3 1056.77 270°18" N-12 3 DE T A I L S S H E E T C6.2 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: TH E P E A K A T K E T T L E S T O N E A P A R T M E N T S WA U K E E , I A - P H A S E 2 JG DB 07-20-2023 1ST CITY SUBMITTAL 10-04-2023 2ND CITY SUBMITTAL 03-12-2024 3RD CITY SUBMITTAL 04-30-2024 4TH CITY SUBMITTAL 05-13-2024 5TH CITY SUBMITTAL 07-02-2024 6TH CITY SUBMITTAL 07-19-2024 7TH CITY SUBMITTAL 190377-1 M: \ L A N D P R O J E C T S 2 0 1 9 \ 1 9 0 3 7 7 - 1 K E T T L E S T O N E A P A R T M E N T S \ D W G \ P H A S E 2 \ C 6 D E T A I L S . D W G 7/ 2 2 / 2 0 2 4 1 0 : 3 4 : 2 0 A M 5'-0" 1 2 2 2 1 2 1 Lo n g i t u d i n a l Jo i n t Lo n g i t u d i n a l Jo i n t 1 3 3 1 Lo n g i t u d i n a l Jo i n t AT JOINT INTERSECTION OFFSET AT JOINT INTERSECTION CIRCULAR AT A SINGLE JOINT 1 2 3 SECTION A-A Adjustment Ring PCC Pavement Adjustment Ring PCC Pavement 2 3 2 3 2 3 2 3 A A 1 2 2 2 21 A A AA A A (For three-piece floating casting) 4 4 5'-0" 5'-0" 5'-0" 120 5'-0" 6"6" 5'-0" 6"6" SECTION A-A (For two-piece fixed casting) 'C' or 'CD' Joint 'C' or 'CD' Joint 'C' or 'CD' Joint 'E' Joint 'E' Joint 'KT-1', 'KT-2', 'BT-1', or 'BT-2' Joint 'KT-1', 'KT-2', 'BT-1', or 'BT-2' Joint Construct boxout with Class C concrete or match pavement class. Minimum 2 inches clear on reinforcement. Minimum 12 inches of concrete between outside of casting and nearest joint. Center casting within boxout area if possible. 'KT-1', 'KT-2', 'BT-1', or 'BT-2' joint if three-piece floating casting (SW 601 Type B and D or SW-602 Type F) is used. 'E' joint if two-piece fixed casting (SW 601 Type A and C or SW-602 Type E) is used. 4 foot 8 inch (typ.) #4 bar. Place at mid-slab. #4 hoops (variable length). Place at mid-slab. No boxout is required for three-piece floating castings (SW 601 Type B and D or SW-602 Type F). If a boxout is used with a three-piece casting, construct as detailed in Section A-A for three-piece floating casting. If a circular boxout is cut and extracted after PCC construction, a 'B' joint may be substituted for the 'E' joint if approved by the Engineer. 5 5 MANHOLE BOXOUTS IN PCC PAVEMENT SCALE NONE 12 C6.2 30'' 6'' 2'' Flow 30'' 6'' Back of Curb 2'' #4 Bars #4 Bars 1 'B' Joint 12'' 12'' (typ.) 12'' SECTION A-A BOXOUT IN PCC CURB AND GUTTER Pavement A A 1 Form Grade Normal Crown of Street 1 4" 3 4" Back of Curb Boxout Length 15'-0'' Typical 'ED' Joint #4 Bars @ 12'' o.c.Intake Grate (typ.) 1 Center bars vertically within slab. 'ED' Joint 2'' Clear (typ.) Dowel Bar (typ.) 23 4" BOXOUT FOR GRATE INTAKES SCALE NONE 13 C6.2 CITY OF WAUKEE HYDRANT DETAIL SCALE NONE 15 C6.2 0" TO 6" NOTES: 1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN 3.5"8.5" R1" R1" COMPACTED BACKFILL 24" 7" P.C.C. (C4 MIX OR AS SPECIFIED IN GEO TECHNICAL REPORT) 12" SUBDRADE PREPARATION (IN 2 - 6" LIFTS) 3" 7" 3" ROLLED CURB & PAVEMENT DETAIL SCALE NONE 14 C6.2 W 8" W8" W 8" W8" W 8" W8" W8" W8" W8" W8" D D D D S S S S S SAN SA N SA N HYD HY D HY D HY D HY D W 8"W 8"W8"W8"W8" 1 0 6 7 10 6 6 1 0 6 3 10 6 6 1067 10 6 8 10 6 6 10 6 4 106 4 10 6 3 WV WV WV WV 1067 1066 10 6 6 1 0 6 6 1 0 6 5 10 6 5 1 0 6 7 1 0 6 4 10 6 2 1066 1066 S SA N ST 10 6 5 10 6 7 LO T 2 KE T T L E S T O N E P E A K A P A R T M E N T S 5. 5 7 A C W 8" 10 6 6 10 6 6 1066 WV 10 6 3 OV E R F L O W 10 6 5 1 0 6 4 1 0 6 5 106 6 10 6 3 1 0 6 7 106 6 1065 1066 1 0 6 5 1 0 6 6 1 0 6 6 10 6 6 10 6 6 1 0 6 6 1063 CO 1 0 6 5 1 0 6 6 1 0 6 5 10 6 6 1 0 6 7 1 0 6 6 10 6 6 10 6 1 1 0 6 7 1 0 6 7 10 6 6 10 6 7 1 0 6 7 1 0 6 6 1 0 6 5 106 6 1 0 6 6 10 6 6 1066 10 6 6 1067 1066 1 0 6 6 106710 6 7 1 0 6 7 10 6 6 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF LIMITS OF DISTURBANCE CONCRETE WASHOUT ULTIMATE DISCHARGE TO WALNUT CREEK EROSION CONTROL FENCE, TYP LIMITS OF DISTURBANCE EROSION CONTROL FENCE, TYP LIMITS OF DISTURBANCE SF SF SF SF FENCE, TYP EROSION CONTROL FENCE, TYP EX. WET DETENTION POND 100-YR ELEV = 1060.56 NORMAL POOL ELEV = 1056.00 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF CONSTRUCTION ENTRANCE SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S S S SAN SAN SAN SAN SA N SA N SA N D D D D D D D W W W W W W W W W W W W W H Y D HY D H Y D HY D H Y D WV 1 0 6 4 10 6 3 1 0 6 4 10 6 4 1064 1064 1064 1063 1063 MO N U M E N T S I G N S E G L A C I E R T R A I L SE PLEASANT VIE W D R I V E W W W W WV WV 1 0 6 0 1 0 6 3 1 0 6 2 1 0 6 1 W V WV AD A R A M P 1064 106 2 106 1 1064 10641065106610661067 1067 1066 1066 10 6 4 1 0 6 2 1062 1063 1064 10651065 10661066 1064 106 5 106 1 1 0 6 3 1061 106 3 H YD 10 6 4 106 2 1064 1 0 6 1 1063 10 6 4 1065 1 0 6 2 10641064 1062 1064 1065 1065 1064 1065 1 0 6 2 1 0 6 4 1064 10 6 4 1 0 6 2 10 6 4 1064 10 6 4 HY D GRIND EX. CU R B 10 6 1 10 6 4 106 4 1066 1065 1064 1063 1 0 6 5 10 6 5 10 6 5 1065 10 6 5 1065 S EX . H Y D . EX B U I L D I N G # 1 24 - P L E X ( 3 - S T O R I E S ) 8, 9 8 0 S F FF E = 1 0 6 5 . 0 0 EX B U I L D I N G # 2 30 - P L E X ( 3 - S T O R I E S ) 8, 7 8 0 S F FF E = 1 0 6 5 . 5 0 EX B U I L D I N G # 3 30 - P L E X (3 S T O R I E S ) 8, 7 8 0 S F FF E = 1 0 6 4 . 7 5 EX 1 8 C A R G A R A G E FF E = 1 0 6 4 . 0 0 EX 1 0 C A R G A R A G E FF E = 1 0 6 4 . 0 0 LO T 1 KE T T L E S T O N E P E A K AP A R T M E N T S 5. 3 5 A C 1 0 6 5 10 6 4 1070 1066 1067 106 8 106 9 107 1 1072 1070 10 6 9 1071 10 7 2 106 7 1067 1068 1068 1 0 6 8 1 0 6 7 10 6 6 10 6 7 1067 1066 10 7 3 1 0 7 2 10 7 1 1 0 7 0 10 6 9 1 0 6 8 10 6 7 10 6 6 10 6 4 1063 10 6 2 10 6 2 106 3 1064 10 6 4 1065 1066 1067 1069 1068 1070 1072 1071 1070 1069 1068 1067 1066 1065 1064 10 6 3 1062 1 0 6 1 1063 1064 1 0 6 5 10 6 6 10 6 7 10 6 8 10 6 5 10 6 6 10 6 7 1060 10 6 5 1059 1061 1062 10 6 3 10 6 4 1 0 6 0 10 6 0 1061 10 6 1 1062 1062 1 0 6 2 10 6 5 10 6 5 10 6 4 10 6 6 10 6 6 1 0 6 7 10 6 7 1 0 6 8 1 0 6 5 1 0 6 6 1 0 6 7 1 0 6 6 1 0 6 6 SF SF SF SF SF SF SF SF SF SF SF 430 L.F SILT SOCK ALONG EX PAVING SF SF SF SF SW P P P C7.1 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: TH E P E A K A T K E T T L E S T O N E A P A R T M E N T S WA U K E E , I A - P H A S E 2 JG DB 07-20-2023 1ST CITY SUBMITTAL 10-04-2023 2ND CITY SUBMITTAL 03-12-2024 3RD CITY SUBMITTAL 04-30-2024 4TH CITY SUBMITTAL 05-13-2024 5TH CITY SUBMITTAL 07-02-2024 6TH CITY SUBMITTAL 07-19-2024 7TH CITY SUBMITTAL 190377-1 GRAPHIC SCALE 050 25 50 100 STORM WATER POLLUTION PREVENTION PLAN VICINITY MAP SCALE: 1' = 1,000' IOWAONE CALL 1-800-292-8989 www.iowaonecall.com 811 Know what's below. Call before you dig. UTILITY NOTE: THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACT LOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. LEGEND: 120 EXISTING CONTOUR 120 PROPOSED CONTOUR SF SILT FENCE SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINE U/E UNDERGROUND ELECTRIC O/E OVERHEAD ELECTRIC TELE TELEPHONE LINE F/O FIBER OPTIC CATV CABLE TV STORM MANHOLE CURB INTAKE SURFACE INTAKE FLARED END SECTION SANITARY MANHOLE CLEANOUT FIRE HYDRANT SPRINKLER IRRIGATION CONTROL VALVE WATER MANHOLE WELL WATER VALVE WATER SHUT OFF YARD HYDRANT ELECTRIC MANHOLE ELECTRIC METER ELECTRIC RISER ELECTRIC VAULT POWER POLE TRANSFORMER POLE LIGHT POLE ELECTRIC JUNCTION BOX ELECTRIC PANEL TRANSFORMER GROUND LIGHT GUY WIRE ELECTRIC HANDHOLE GAS METER GAS VALVE AIR CONDITIONING UNIT TELEPHONE RISER TELEPHONE VAULT TELEPHONE MANHOLE TRAFFIC SIGNAL MANHOLE FIBER OPTIC RISER FIBER OPTIC FAULT CABLE TV RISER SIGN D S CO H Y D I CV W W S O YA DR E EM E ELEC EJ EP GM GV A/C T TEL T TS FO F/O TV W WV M: \ L A N D P R O J E C T S 2 0 1 9 \ 1 9 0 3 7 7 - 1 K E T T L E S T O N E A P A R T M E N T S \ D W G \ P H A S E 2 \ C 7 S W P P P . D W G 7/ 2 2 / 2 0 2 4 1 0 : 3 6 : 1 5 A M SITE EROSION CONTROL NOTES: 1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE. ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID. 2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT AND WILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARY DEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDES GENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARY TO COMPLY WITH SAID PERMIT NO. 2. 3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TO CONSTRUCTION. 4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORM SEWER CONSTRUCTION. 5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING IS COMPLETED AROUND INTAKE. 6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE WASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT NO. 2 DURING ALL CONCRETE WORK. CONCRETE WASHOUT SHALL MEET SUDAS SPEC 11050. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALL FEDERAL, STATE AND LOCAL REGULATIONS. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. 10.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS TO DISCHARGE OFFSITE. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS. 11.CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENT DISCHARGES FROM ANY AND ALL DEWATERING ACTIVITIES. 12.SEE LANDSCAPE PLAN FOR FINAL STABILIZATION INCLUDING SEEDING AND SODDING AREAS. 13.PER NPDES GENERAL PERMIT NO. 2, IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY BY TEMPORARY EROSION CONTROL MEASURES. 14.THE FOLLOWING DISCHARGES ARE PROHIBITED: WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OIL, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS, FUEL, OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE, AND SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING EROSION CONTROL REMOVAL NOTES: 1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERAL PERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES. EROSION CONTROL QUANTITIES: DISTURBED AREA 9.95 ACRES SILT FENCE 5,234 LF INLET PROTECTION 43 EA CONSTRUCTION ENTRANCE 1 EA CONCRETE WASHOUT 1 EA PERMANENT SOD 0.78 AC TEMPORARY SEEDING (SUDAS TYPE 4)AS NECESSARY *SEE LANDSCAPE PLAN FOR PERMANENT SEED/SOD TYPES & LOCATIONS. *NOTE: EROSION CONTROL QUANTITIES ARE PROVIDED FOR CITY REQUIREMENT ONLY AND ARE A ROUGH ESTIMATE. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO MEET SITE CONDITIONS. PROPERTY DESCRIPTION: LOT 5 KETTLESTONE PEAK DALLAS COUNTY WAUKEE, IOWA SAID PROPERTY BEING SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD. SAID TRACT OF LAND CONTAINS 15.23 ACRES. ADDRESS: 1305 SE PLEASANT VIEW DRIVE WAUKEE, IOWA OWNER/PREPARED FOR: KETTLESTONE PEAK LLC J LARSON HOMES LLC 5721 MERLE HAY ROAD, SUITE 18 JOHNSTON, IOWA 50131 ATTN:JOHN LARSON PHONE: (515) 491-4090 EMAIL: JOHNLARSON89@GMAIL.COM TOPSOIL NOTES: 1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS. 2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED) AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6". 3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE. 4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4 PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. STABILIZED ENTRANCE AT LEAST 50' LONG-12" DEEP CLASS "A" ROAD STONE ON GEOTEXTILE 120 SILT FENCE (TYP) LEGEND: EXISTING CONTOUR PROPOSED CONTOUR120 SFSF SF GRADING LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION 150.50G 150.50T/C 150.50 150 150 CO CO W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W 8" W 8" W 8" W 8" W 8" W 8" D D D D D S S S S S S S SAN SA N SA N SA N SA N SA N SA N SA N 9 C A R G A R A G E FF E / M P E = 1 0 6 6 . 7 5 H YD H YD HYD H Y D W8"W8"W8"W8"W8" BU I L D I N G # 4 60 - P L E X (3 S T O R I E S ) 17 , 5 6 0 S F FF E / M P E = 1 0 6 8 . 0 0 BU I L D I N G # 5 30 - P L E X (3 S T O R I E S ) 9, 0 0 0 S F FF E / M P E = 1 0 6 8 . 0 0 9 C A R G A R A G E FF E / M P E = 1 0 6 6 . 7 5 9 C A R G A R A G E FF E / M P E = 1 0 6 6 . 7 5 1 0 6 7 10 6 6 1 0 6 3 1067 10 6 6 1067 10 6 8 HY D H YD HYD 1 0 6 7 10 6 6 10 6 6 10 6 5 10 6 6 10 6 4 106 4 10 6 3 1 0 6 4 WV WV WV WV 10 6 7 1067 1 0 6 7 40 C A R GA R A G E FF E / M P E = 1 0 6 7 . 5 0 18 C A R GA R A G E FF E / M P E = 1 0 6 7 . 5 0 11 P L E X T O W N H O M E GA R A G E F F E / M P E = 1 0 6 7 . 5 0 NO B A S E M E N T 11 C A R G A R A G E FF E / M P E = 1 0 6 7 . 7 5 1066 W6" 10 6 6 1 0 6 6 1 0 6 5 10 6 6 1 0 6 6 1 0 6 5 10 6 5 1 0 6 7 1 0 6 4 10 6 2 1066 1066 S SA N ST LO T 3 KE T T L E S T O N E P E A K AP A R T M E N T S 4. 3 0 A C 10 6 5 1 0 6 3 1 0 6 7 10 6 7 AL L U R E B U I L D I N G 19 1 U N I T S (4 - S T O R I E S ) FF E / M P E = 1 0 6 7 . 4 5 LO T 2 KE T T L E S T O N E P E A K A P A R T M E N T S 5. 5 7 A C W8" 10 6 6 10 6 6 1066 WV 1067 10 6 3 10 6 7 10 6 7 SH E D SH E D 1066 10 6 5 10 6 7 1 0 6 7 1 0 6 6 1 0 6 4 1 0 6 5 10 6 6 10 6 3 1063 CO 1 0 6 6 106710 6 7 1 0 6 7 10 6 6 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LIMITS OF DISTURBANCE CONCRETE WASHOUT EROSION CONTROL FENCE, TYP LIMITS OF DISTURBANCE EROSION CONTROL FENCE, TYP LIMITS OF DISTURBANCE SF SF SF SF EROSION CONTROL FENCE, TYP LIMITS OF DISTURBANCE EROSION CONTROL FENCE, TYP LIMITS OF DISTURBANCE EROSION CONTROL FENCE, TYP EROSION CONTROL FENCE, TYP SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SFSFSFSF SF SF SF S F SF SF SF SF SF SF SF SF SF TOPSO I L STOCK P I L E SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S S SAN SAN SAN SAN D D H YD WV 1064 106 4 W W W W W V WV 1064 106 5 1063 106 3 HYD 1065 1064 1065 107 2107 3 HY D 10 6 1 1 0 6 5 1065 10 6 5 S EX . H Y D . 1 0 6 5 10 6 4 1070 1066 1067 10 6 8 106 9 107 1 1072 1070 10 6 9 1071 10 7 2 106 7 1067 1068 1068 1 0 6 8 1 0 6 7 10 6 6 10 6 7 1067 1066 10 7 3 1 0 7 2 10 7 1 1 0 7 0 10 6 9 1 0 6 8 10 6 7 10 6 6 1064 10 6 4 1063 10 6 2 10 6 2 106 3 106 4 10 6 4 1065 1066 1067 1069 1068 1070 1072 1071 1070 1069 1068 1067 1066 1065 1064 10 6 3 1062 1 0 6 1 10 6 4 1063 1064 1063 1064 1065 10 6 5 1063 106 4 106 5 106 6 1067 1068 1069 1070 10 7 2 1071 1070 10 6 9 106 8 1067 1066 1065 1064 1065 106 4106 3 106 2106 1 106 1 106 4 106 4 1063 106 2 1 0 6 4 1 0 6 4 1060 1 0 6 1 1062 10 6 2 1 0 6 0 10 5 7 1 0 5 8 1 0 5 9 1 0 6 1 1061 1 0 6 2 106 2 1058 105 8 1 0 6 6 1066 1065 1064 1063 1 0 6 5 10 6 6 10 6 7 10 6 8 106 5 1063 1 0 6 3 1064 1061 1062 1062 10 6 6 106 6 1 0 6 5 1 0 6 6 1 0 6 7 1 0 6 6 1 0 6 6 106 0105 9 10 5 9 106 1 106 2 106 3 10 6 3 SF SF SF SF SF SF SF SF SF SF SF 430 L.F SILT SOCK ALONG EX PAVING SF SF SW P P P C7.2 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: TH E P E A K A T K E T T L E S T O N E A P A R T M E N T S WA U K E E , I A - P H A S E 2 JG DB 07-20-2023 1ST CITY SUBMITTAL 10-04-2023 2ND CITY SUBMITTAL 03-12-2024 3RD CITY SUBMITTAL 04-30-2024 4TH CITY SUBMITTAL 05-13-2024 5TH CITY SUBMITTAL 07-02-2024 6TH CITY SUBMITTAL 07-19-2024 7TH CITY SUBMITTAL 190377-1 GRAPHIC SCALE 050 25 50 100 STORM WATER POLLUTION PREVENTION PLAN IOWAONE CALL 1-800-292-8989 www.iowaonecall.com 811 Know what's below. Call before you dig. UTILITY NOTE: THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACT LOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. 5' - 0 " M I N . GROUND LINE ENGINEERING FABRIC FLOW 2 1' ABOVE GROUND LINE VARIABLE 10' MAX.5' MAX.5' MAX.10' MAX. 1' ABOVE GROUND LINE SECURE TOP OF ENGINEERING FABRIC ENGINEERING FABRIC TO BE PLACED TO BOTTOM OF TRENCH. 1 2 ENGINEERING FABRIC GROUND LINE TRENCH BOTTOM TRENCH BOTTOM 1 1 1 LINE GROUND 1 MIN. 4" EXCESS FABRIC COMPACTED BACKFILL 12 " MI N . DETAIL OF SILT FENCE AT DITCH OR SWALE DETAIL OF SILT FENCE 8' SPACING TO TOP OF STEEL POST. SEE DETAIL OF ATTACHMENT TO POST. VERTICAL CUT WIRE CORD CORD CORD WIRE POST FABRIC FABRIC BACK VIEW OF FABRIC BACK VIEW ATTACHMENT TO POST 3 4 NOTES : 3 MAKE VERTICAL CUT IN TOP OF FABRIC. PULL OUT AND TWIST CORD.4 LOOP CORD AROUND POST FORMING A LOOP. PULL WIRE THROUGH FOLD AREA OF FABRIC AND SECURE AROUND POST. 'T' STEEL FENCE POST NORMAL FORESLOPE 2" RISE IN FENCE 31" MIN. NORMAL BACKSLOPE 31 " M I N . 6" TRENCH DEPTH FOR NORMAL INSTALLATION (MIN.) 12" TRENCH DEPTH FOR DITCH INSTALLATION NOT TO SCALE (SECTION VIEW) (PROFILE VIEW) SILT FENCE DETAILS M: \ L A N D P R O J E C T S 2 0 1 9 \ 1 9 0 3 7 7 - 1 K E T T L E S T O N E A P A R T M E N T S \ D W G \ P H A S E 2 \ C 7 S W P P P . D W G 7/ 2 2 / 2 0 2 4 1 0 : 3 6 : 3 2 A M NOT TO SCALE SITE ENTRANCE DETAIL TEMP. ROCK ENTRANCE (PLAN VIEW) (PROFILE VIEW) TEMP. ROCK ENTRANCE 3" CLEAN LIMESTONE PLACE ROCK ON FABRIC STABILIZED ENTRANCE SHALL BE AT LEAST 50' LONG AND EXTEND TO THE PUBLIC ROADWAY. NOT TO SCALE INLET 5'-0" 5'-0" 'T' FENCE POST, 5' MIN. NOTES: 1. SECURE TOP OF FABRIC TO POSTS, USING CABLE TIES OR WIRE. 2. FABRIC TO BE BURIED 12", AND FOLDED ALONG BOTTOM. 3. STEEL POSTS TO BE EMBEDDED 28". (PLAN VIEW) DROP INLET BASKET PROTECTION SILT FENCE FABRIC IF APPLICABLE INLET PROTECTION DETAIL NOT TO SCALE NOTES: 1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANY LOCATION WHERE CONCRETE IS USED. 2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTY LINER IS AN ACCEPTIBLE ALTERNATIVE (PLAN VIEW) 1 C.Y. CONCRETE WASH-OUT BAG 'T' FENCE POST 5' MIN CONCRETE WASH-OUT BAG DETAIL (PROFILE VIEW) 1 C.Y. CONCRETE WASH-OUT BAG VERIFY ALL EXTERIOR DOOR STYLES PER BUILDER HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS TAMKO HERRITAGE WEATHERED ASPHALT SHINGLES CENTURION STONE -THIN-SET BRICK TOBACCO ROAD ALUMINUM STOREFRONT DOOR SYSTEM - COLOR BLACK OR APPROVED EQUALHARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS HARDIE BOARD - FASCIA BOARD - COLOR TO MATCH BODY BELOW CENTURION STONE -THIN-SET BRICK TOBACCO ROAD HARDIE PANEL - COLOR 3 IRON GRAY HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS CENTURION STONE -THIN-SET BRICK TOBACCO ROAD TAMKO HERRITAGE WEATHERED ASPHALT SHINGLES CENTURION STONE -THIN-SET BRICK TOBACCO ROAD HARDIE BOARD - FASCIA BOARD - COLOR TO MATCH BODY BELOW HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS MATERIALS: TOTAL AREA: 10167 SF GLAZING AREA: 1746 SF GLAZING %: 17% NET AREA: 8421 SF LAP SIDING AREA: 0 SF LAP SIDING %: 0% FIBER CEMENT PANEL: 3413 SF FIBER CEMENT PANEL %: 41% BRICK AREA: 5008 SF BRICK %: 59% HARDIE PLANK - PREPAINTED LAP SIDING - COLOR 1 - PEARL GRAY ALUMINUM STOREFRONT DOOR SYSTEM - COLOR BLACK OR APPROVED EQUAL PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS TAMKO HERRITAGE WEATHERED ASPHALT SHINGLES CENTURION STONE -THIN-SET BRICK TOBACCO ROAD HARDIE BOARD - FASCIA BOARD - COLOR TO MATCH BODY BELOW PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS CENTURION STONE -THIN-SET BRICK TOBACCO ROAD HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS HARDIE PLANK - PREPAINTED LAP SIDING - COLOR 1 - PEARL GRAY HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS ALUMINUM STOREFRONT DOOR SYSTEM - COLOR BLACK OR APPROVED EQUAL HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS HARDIE PANEL - SOFFIT COLOR TO MATCH BODY BELOW HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS MATERIALS: TOTAL AREA: 13809 SF GLAZING AREA: 2961 SF GLAZING %: 22% NET AREA: 10848 SF LAP SIDING AREA: 2523 SF LAP SIDING %: 24% FIBER CEMENT PANEL: 4664 SF FIBER CEMENT PANEL %: 43% BRICK AREA: 3611 SF BRICK %: 33% PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS CENTURION STONE -THIN-SET BRICK TOBACCO ROAD PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS CENTURION STONE -THIN-SET BRICK TOBACCO ROAD HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS TAMKO HERRITAGE WEATHERED ASPHALT SHINGLES HARDIE BOARD - FASCIA BOARD - COLOR TO MATCH BODY BELOW HARDIE PLANK - PREPAINTED LAP SIDING - COLOR 1 - PEARL GRAY ALUMINUM STOREFRONT DOOR SYSTEM - COLOR BLACK OR APPROVED EQUAL HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS HARDIE PLANK - PREPAINTED LAP SIDING - COLOR 1 - PEARL GRAY HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS ALUMINUM STOREFRONT DOOR SYSTEM - COLOR BLACK OR APPROVED EQUAL HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS HARDIE PANEL - SOFFIT COLOR TO MATCH BODY BELOWHARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS MATERIALS: TOTAL AREA: 13809 SF GLAZING AREA: 2961 SF GLAZING %: 22% NET AREA: 10848 SF LAP SIDING AREA: 2523 SF LAP SIDING %: 24% FIBER CEMENT PANEL: 4664 SF FIBER CEMENT PANEL %: 43% BRICK AREA: 3611 SF BRICK %: 33% PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS TAMKO HERRITAGE WEATHERED ASPHALT SHINGLES CENTURION STONE -THIN-SET BRICK TOBACCO ROAD PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS CENTURION STONE -THIN-SET BRICK TOBACCO ROAD HARDIE BOARD - FASCIA BOARD - COLOR TO MATCH BODY BELOW HARDIE PLANK - PREPAINTED LAP SIDING - COLOR 1 - PEARL GRAY HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS TAMKO HERRITAGE WEATHERED ASPHALT SHINGLES HARDIE BOARD - FASCIA BOARD - COLOR TO MATCH BODY BELOW HARDIE PLANK - PREPAINTED LAP SIDING - COLOR 1 - PEARL GRAY HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS MATERIALS: TOTAL AREA: 15502 SF GLAZING AREA: 2917 SF GLAZING %: 19% NET AREA: 12585 SF LAP SIDING AREA: 3177 SF LAP SIDING %: 25% FIBER CEMENT PANEL: 4287 SF FIBER CEMENT PANEL %: 34% BRICK AREA: 55121 SF BRICK %: 41% HARDIE FIBER CEMENT LAP SIDING COLOR 1 PEARL GRAY HARDIE FIBER CEMENT PANEL COLOR 2 GRAY SLATE HARDIE FIBER CEMENT PANEL COLOR 3 IRON GRAY THIN-SET BRICK CENTURION STONE TOBACCO ROAD ASPHALT SHINGLE TAMKO HERITAGE WEATHERED WOOD MATERIAL LEGEND PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M 38 2 0 7 9 t h S t r e e t , U r b a n d a l e , I o w a 5 0 3 2 2 P . 5 1 5 -31 4 . 8 6 9 6 Fo r P e r m i t a n d N o t f o r C o n s t r u c t i o n 0 8 . 0 6 . 2 0 2 4 TH E A L L U R E A T K E T T L E S T O N E 17 2 5 S E G L A C I E R T R A I L WA U K E E , I O W A 30600220 TK/NT/AK/MB LARSON DEVELOPMENT EXTERIOR ELEVATIONS A0.1 1/16" = 1'-0"1 WEST ELEVATION 1/16" = 1'-0"2 SOUTH ELEVATION 1/16" = 1'-0"3 NORTH ELEVATION 1/16" = 1'-0"4 EAST ELEVATION UNIT AREA SCHEDULE Name Unit Type Count Area 1BR-A 1 BR 4 807 SF 1BR-A R 1 BR 4 802 SF 1BR-B 1 BR 4 719 SF 1BR-B R 1 BR 4 719 SF 1BR-D 1 BR 4 765 SF 1BR-D R 1 BR 3 765 SF 1BR-E 1 BR 21 835 SF 1BR-E R 1 BR 22 835 SF 1BR-H 1 BR 8 784 SF 1BR-J 1 BR 8 833 SF 1BR-J R 1 BR 8 833 SF 1BR-K 1 BR 4 815 SF 1BR-K R 1 BR 4 820 SF 1BR-L 1 BR 12 819 SF 1BR-M 1 BR 4 825 SF 1BR-N 1 BR 3 746 SF 1 BR: 117 2BR-A 2 BR 4 1071 SF 2BR-A R 2 BR 4 1071 SF 2BR-B 2 BR 4 1071 SF 2BR-B R 2 BR 4 1071 SF 2BR-C 2 BR 4 1072 SF 2BR-C R 2 BR 3 1072 SF 2BR-D 2 BR 6 1064 SF 2BR-D R 2 BR 8 1070 SF 2 BR: 37 1BR-C ACC ACCESSIBLE TYPE A 1 790 SF 1BR-G ACC ACCESSIBLE TYPE A 3 835 SF 1BR-G R ACC ACCESSIBLE TYPE A 2 835 SF 2BR-E-ACC ACCESSIBLE TYPE A 2 1070 SF ACCESSIBLE TYPE A: 8 GUEST A GUEST UNIT 1 607 SF GUEST A R GUEST UNIT 1 607 SF GUEST B GUEST UNIT 1 603 SF GUEST UNIT: 3 STUDIO-A STUDIO 4 601 SF STUDIO-A R STUDIO 4 601 SF STUDIO-B STUDIO 4 670 SF STUDIO-C STUDIO 3 674 SF STUDIO-D STUDIO 4 601 SF STUDIO-E STUDIO 4 600 SF STUDIO-E R STUDIO 4 601 SF STUDIO: 27 TOTAL NUMBER OF UNITS: 192 BUILDING AREA NAME AREA FIRST FLOOR 62,773 SF SECOND FLOOR 49,562 SF THIRD FLOOR 49,562 SF FOURTH FLOOR 48,874 SF GROSS AREA: 210,773 SF TOTAL BUILDING AREA: 210,773 SF HARDIE FIBER CEMENT LAP SIDING COLOR 1 PEARL GRAY HARDIE FIBER CEMENT PANEL COLOR 2 GRAY SLATE HARDIE FIBER CEMENT PANEL COLOR 3 IRON GRAY THIN-SET BRICK CENTURION STONE TOBACCO ROAD ASPHALT SHINGLE TAMKO HERITAGE WEATHERED WOOD MATERIAL LEGEND VERIFY ALL EXTERIOR DOOR STYLES PER BUILDER ALUMINUM STOREFRONT DOOR SYSTEM - COLOR BLACK OR APPROVED EQUAL WESTBURY GUARDRAILS - BLACK HARDIE PANEL - COLOR 3 IRON GRAY HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS HARDIE BOARD - FASCIA BOARD - COLOR TO MATCH BODY BELOW HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS TOTAL AREA: 3626 SF GLAZING AREA: 1021 SF GLAZING %: 28% NET AREA: 2605 SF LAP SIDING AREA: 0 SF LAP SIDING %: 0% FIBER CEMENT PANEL: 2605 SF FIBER CEMENT PANEL %: 100% BRICK AREA: 0 SF BRICK %: 0% MATERIALS: HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS HARDIE PLANK - PREPAINTED LAP SIDING - COLOR 1 - PEARL GRAY PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS TAMKO HERRITAGE WEATHERED ASPHALT SHINGLES CENTURION STONE -THIN-SET BRICK TOBACCO ROAD HARDIE BOARD - FASCIA BOARD - COLOR TO MATCH BODY BELOW PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS CENTURION STONE -THIN-SET BRICK TOBACCO ROAD HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS HARDIE PLANK - PREPAINTED LAP SIDING - COLOR 1 - PEARL GRAY HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS CENTURION STONE -THIN-SET BRICK TOBACCO ROAD MATERIALS: TOTAL AREA: 10756 SF GLAZING AREA: 2564 SF GLAZING %: 25% NET AREA: 8102 SF LAP SIDING AREA: 1619 SF LAP SIDING %: 19% FIBER CEMENT PANEL: 4061 SF FIBER CEMENT PANEL %: 51% BRICK AREA: 2422 SF BRICK %: 30% HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS HARDIE PLANK - PREPAINTED LAP SIDING - COLOR 1 - PEARL GRAY PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS TAMKO HERRITAGE WEATHERED ASPHALT SHINGLES CENTURION STONE -THIN-SET BRICK TOBACCO ROAD HARDIE BOARD - FASCIA BOARD - COLOR TO MATCH BODY BELOW PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS CENTURION STONE -THIN-SET BRICK TOBACCO ROAD HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS HARDIE PLANK - PREPAINTED LAP SIDING - COLOR 1 - PEARL GRAY HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS ALUMINUM STOREFRONT DOOR SYSTEM - COLOR BLACK OR APPROVED EQUAL CENTURION STONE -THIN-SET BRICK TOBACCO ROAD MATERIALS: TOTAL AREA: 10756 SF GLAZING AREA: 2459 SF GLAZING %: 23% NET AREA: 8297 SF LAP SIDING AREA: 1619 SF LAP SIDING %: 19% FIBER CEMENT PANEL: 4309 SF FIBER CEMENT PANEL %: 51% BRICK AREA: 2369 SF BRICK %: 30% HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS TAMKO HERRITAGE WEATHERED ASPHALT SHINGLES CENTURION STONE -THIN-SET BRICK TOBACCO ROAD PTAC UNITS - TO MATCH ADJACENT MATERIAL COLORS HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS HARDIE BOARD - FASCIA BOARD - COLOR TO MATCH BODY BELOW HARDIE PLANK - PREPAINTED LAP SIDING - COLOR 1 - PEARL GRAY TAMKO HERRITAGE WEATHERED ASPHALT SHINGLES HARDIE PLANK - PREPAINTED LAP SIDING - COLOR 1 - PEARL GRAY HARDIE PANEL - COLOR 2 GRAY SLATE w/METAL REVEALS CENTURION STONE -THIN-SET BRICK TOBACCO ROAD ALUMINUM STOREFRONT DOOR SYSTEM - COLOR BLACK OR APPROVED EQUAL HARDIE PANEL - COLOR 3 IRON GRAY w/METAL REVEALS MATERIALS: TOTAL AREA: 10137 SF GLAZING AREA: 2805 SF GLAZING %: 28% NET AREA: 7332 SF LAP SIDING AREA: 2280 SF LAP SIDING %: 31% FIBER CEMENT PANEL: 2221 SF FIBER CEMENT PANEL %: 30% BRICK AREA: 2840 SF BRICK %: 39% PROJECT NO. DRAWN ISSUE DATE C 20 2 3 A L L E R D E S I G N G R O U P , L L C A L L R I G H T S R E S E R V E D . BUILDER PROJECT THESE DOCUMENTS, AND THE INFORMATION CONTAINED HEREIN, ARE EXCLUSIVE PROPERTY OF ALLER DESIGN GROUP LLC. ANY USE OR DUPLICATION OR TRANSFER OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF ALLER DESIGN GROUP LLC. IS STRICTLY PROHIBITED. ALLER DESIGN GROUP LLC. RETAIN COPYRIGHT TO AND OWNERSHIP OF THESE DOCUMENTS. SHEET NAME SHEET NO. A L L E R D E S I G N G R O U P 1 8 4 0 N W 1 1 8 t h S t . S u i t e 1 0 0 C l i v e , I A . 5 0 3 2 5 5 1 5 . 2 5 4 . 1 1 8 1 A L L E R D E S I G N . C O M 38 2 0 7 9 t h S t r e e t , U r b a n d a l e , I o w a 5 0 3 2 2 P . 5 1 5 -31 4 . 8 6 9 6 Fo r P e r m i t a n d N o t f o r C o n s t r u c t i o n 0 8 . 0 6 . 2 0 2 4 TH E A L L U R E A T K E T T L E S T O N E 17 2 5 S E G L A C I E R T R A I L WA U K E E , I O W A 30600220 AK LARSON DEVELOPMENT COURTYARD ELEVATIONS A0.2 UNIT AREA SCHEDULE Name Unit Type Count Area 1BR-A 1 BR 4 807 SF 1BR-A R 1 BR 4 802 SF 1BR-B 1 BR 4 719 SF 1BR-B R 1 BR 4 719 SF 1BR-D 1 BR 4 765 SF 1BR-D R 1 BR 3 765 SF 1BR-E 1 BR 21 835 SF 1BR-E R 1 BR 22 835 SF 1BR-H 1 BR 8 784 SF 1BR-J 1 BR 8 833 SF 1BR-J R 1 BR 8 833 SF 1BR-K 1 BR 4 815 SF 1BR-K R 1 BR 4 820 SF 1BR-L 1 BR 12 819 SF 1BR-M 1 BR 4 825 SF 1BR-N 1 BR 3 746 SF 1 BR: 117 2BR-A 2 BR 4 1071 SF 2BR-A R 2 BR 4 1071 SF 2BR-B 2 BR 4 1071 SF 2BR-B R 2 BR 4 1071 SF 2BR-C 2 BR 4 1072 SF 2BR-C R 2 BR 3 1072 SF 2BR-D 2 BR 6 1064 SF 2BR-D R 2 BR 8 1070 SF 2 BR: 37 1BR-C ACC ACCESSIBLE TYPE A 1 790 SF 1BR-G ACC ACCESSIBLE TYPE A 3 835 SF 1BR-G R ACC ACCESSIBLE TYPE A 2 835 SF 2BR-E-ACC ACCESSIBLE TYPE A 2 1070 SF ACCESSIBLE TYPE A: 8 GUEST A GUEST UNIT 1 607 SF GUEST A R GUEST UNIT 1 607 SF GUEST B GUEST UNIT 1 603 SF GUEST UNIT: 3 STUDIO-A STUDIO 4 601 SF STUDIO-A R STUDIO 4 601 SF STUDIO-B STUDIO 4 670 SF STUDIO-C STUDIO 3 674 SF STUDIO-D STUDIO 4 601 SF STUDIO-E STUDIO 4 600 SF STUDIO-E R STUDIO 4 601 SF STUDIO: 27 TOTAL NUMBER OF UNITS: 192 BUILDING AREA NAME AREA FIRST FLOOR 62,773 SF SECOND FLOOR 49,562 SF THIRD FLOOR 49,562 SF FOURTH FLOOR 48,874 SF GROSS AREA: 210,773 SF TOTAL BUILDING AREA: 210,773 SF 1/16" = 1'-0"1 COURTYARD EAST ELEVATION 1/16" = 1'-0"2 COURTYARD NORTH ELEVATION 1/16" = 1'-0"3 COURTYARD SOUTH ELEVATION 1/16" = 1'-0"4 COURTYARD WEST ELEVATION Tamko Heritage Weathered Wood Shingles Downspouts (White) Corner Trim - James Hardie - Gray Slate Centurion Stone - Thin-set Brick - Tobacco Road Centurion Stone - Color Tulsa Siding - Prepainted James Hardie - Grey Slate FRONT ELEVATION RIGHT ELEVATIONLEFT ELEVATION REAR ELEVATION 3'-0 Standard Overhangs Siding - Prepainted James Hardie - Grey Slate Deck Post - Painted James Hardie - White Downspouts (White) Centurion Stone - Thin-Set Brick - Tobacco Road Entry AreaPTAC Units (to match exterior painted color) Stone to return to inside corners of patio Entry AreaEntry AreaEntry AreaCenturion Stone - Color Tulsa Downspouts (White) 3'-0 Standard Overhangs Siding - Prepainted James Hardie - Grey Slate Downspouts (White) Tamko Heritage Weathered Wood Shingles Covered Decks Entry Area PTAC Units (to match exterior painted color) Centurion Stone - Thin-Set Brick - Tobacco Road Centurion Stone - Color Tulsa Tamko Heritage Weathered Wood Shingles 3'-0 Standard Overhangs Siding - Prepainted James Hardie - Grey Slate Downspouts (White) PTAC Units (to match exterior painted color) Centurion Stone - Thin-Set Brick - Tobacco Road Centurion Stone - Color Tulsa Entry Area Sprinkler Room 3'-0 Standard Overhangs Siding - Prepainted James Hardie - Grey Slate Deck Post - Painted James Hardie - White Downspouts (White) Tamko Heritage Weathered Wood Shingles Tamko Heritage Weathered Wood Shingles Downspouts (White) Covered Decks Covered Decks 4 8 4 8 4 1 9800 SF 2230 SF 7470 SF 3742 SF 1580 SF 2148 SF 9880 SF 2142 SF 6560 SF 3164 SF 1186 SF 2198 SF 60 2 8 8 2 2 4 4 60768.66 SF/UNIT TAMKO HERITAGE WEATHERWOOD SHINGLES DOWNSPOUTS (WHITE) WINDOWS (WHITE) SIDING - PREPAINTED JAMES HARDIE - GREY SLATE STONE - CENTURIONS STONE - COLOR (TULSA) SLOPED CUT STONE CAP GARAGE DOOR WINDOWS SIDING - SHAKE STYLE PREPAINTED JAMES HARDIE (GREY SLATE) STONE - CENTURIONS STONE - COLOR (TULSA) STONE - CENTURIONS STONE - COLOR (TULSA) STONE - CENTURIONS STONE - COLOR (TULSA) FRONT ELEVATION OVERALL 4977 SF WINDOWS AND DOORS 1747 SF TOTAL FRONT WALL 3230 SF STONE 508 SF STONE PERCENTAGE 16% LAP SIDING 1347 SF PERCENTAGE OF LAP 42% SHAKE SIDING 1375 SF PERCENTAGE OF SHAKE 42% KETTLESTONE PEAK TOWNHOME (11-PLEX) REAR ELEVATION LEFT ELEVATION RIGHT ELEVATION FRONT ELEVATION ALLER DESIGN GROUP KETTLESTONE PEAK APARTMENT (40 - GARAGE) Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road REAR ELEVATION Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road FRONT ELEVATION Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate RIGHT ELEVATION Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate LEFT ELEVATION Tamko Heritage Weathered Wood Shingles Downspouts (White) Corner Trim - James Hardie - Gray Slate Centurion Stone - Thin-set Brick - Tobacco Road Centurion Stone - Color Tulsa Siding - Prepainted James Hardie - Grey Slate KETTLESTONE PEAK APARTMENT (18 - GARAGE) Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate REAR ELEVATION Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road FRONT ELEVATION Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate RIGHT ELEVATION Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate LEFT ELEVATION Downspouts (White) Corner Trim - James Hardie - Gray Slate Centurion Stone - Thin-set Brick - Tobacco Road Centurion Stone - Color Tulsa Siding - Prepainted James Hardie - Grey Slate KETTLESTONE PEAK APARTMENT (11 - GARAGE) Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate REAR ELEVATION Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road FRONT ELEVATION Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate RIGHT ELEVATION Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate LEFT ELEVATION Downspouts (White) Corner Trim - James Hardie - Gray Slate Centurion Stone - Thin-set Brick - Tobacco Road Centurion Stone - Color Tulsa Siding - Prepainted James Hardie - Grey Slate KETTLESTONE PEAK APARTMENT (9 - GARAGE) Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate REAR ELEVATION Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road FRONT ELEVATION Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate RIGHT ELEVATION Centurion Stone - Color Tulsa Centurion Stone - Thin-set Brick - Tobacco Road Tamko Heritage Weathered Wood Shingles Downspouts (White) 3’-0” Standard Overhangs Siding - Prepainted James Hardie - Grey Slate LEFT ELEVATION Downspouts (White) Corner Trim - James Hardie - Gray Slate Centurion Stone - Thin-set Brick - Tobacco Road Centurion Stone - Color Tulsa Siding - Prepainted James Hardie - Grey Slate