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Home My WebLink About2022-10-03 J13 The Peak at Kettlestone Apartments Phase 1_Site PlanAGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: October 3, 2022 AGENDA ITEM:Consideration of approval of a resolution approving a site plan for The Peak at Kettlestone Apartments Phase 1 FORMAT:Resolution SYNOPSIS INCLUDING PRO & CON: Kettlestone Apartments, LLC requests approval of a site plan to authorize the construction of a multi-family residential apartment complex located east of Grand Prairie Parkway and north of SE Pleasant View Drive. The project involves the construction of three (3) apartment buildings – two 30-unit buildings and a 24-unit building. The total number of units proposed is 84-units. Each building will be three-stories in height. The footprints for the buildings will range from 8,780-square feet to 8,980-square feet. The complex will include detached garage buildings and a fenced-in dog area. Access to the property is shown to be provided via SE Glacier Trail and SE Pleasant View Drive. One monument sign has been proposed. Trash and recycling will be provided within one of the garage buildings. The applicant has provided elevations for the proposed building on the site. The design and materials are consistent with the Site Plan Ordinance. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the September 27, 2022, Commission Meeting and recommended approval subject to remaining staff comments: Consider a request from Kettlestone Apartments, LLC for approval of a Site Plan for The Peak at Kettlestone Apartments Phase 1 Senior Planner, Melissa DeBoer, provided an outline of the project, as shown in the staff report. Ms. DeBoer identified the project as a site plan for the first phase of a multi-family apartment development, containing 15.23-acres, located north of SE Pleasant View Drive and east of Grand Prairie Parkway. The subject property was rezoned in 2020 to allow for multi-family development and was master planned with the Kettlestone Master Plan. This project is consistent with the Kettlestone Design Guidelines. J13 Ms. DeBoer explained that the project included three apartment buildings, two with 30-units and one with 24-units. The first phase also includes detached garage buildings and a fenced-in dog area. The site plan indicates that trash and recycling will be provided in one of the garage spaces. The site plan also indicates a possible future area for development to the north. That phase includes a four-story building with 186-units and three smaller apartment buildings similar in size to Phase 1 buildings. Both phases together produce 348 total units for a density of 22.85-units per acre. This is below the K-MF Stacked High maximum density of 24-units per acre. One monument sign has been proposed. Two access points have been identified, one off of SE Pleasant View Drive and one off of SE Glacier Trail. The applicant is exceeding the parking requirements by providing 148 spaces, where 129 are required. Six accessible spaces have been provided. Five-foot sidewalks will be installed along SE Pleasant View Drive and SE Glacier Trail. Pedestrian connections will be provided to the site from the public sidewalks along both streets. Several sidewalks will be installed interior to the site. All utilities in the site will be privately owned and maintained. A sanitary connection will be provided off the sanitary main along SE Glacier Trail. Water service will be provided off the main along SE Pleasant View Drive. Storm water detention will be provided with an existing pond at the southwest corner of the site. This pond is privately owned and maintained. The applicant is providing 46% open space with the required plantings. Building elevations were provided and consist of brick, stone, fiber cement siding and glazing. A lighting plan was provided that meets the lighting ordinance. Ms. DeBoer stated that staff recommended approval of the site plan subject to remaining staff comments. Motion was made by Kullen Koelker to approve the Site Plan as presented. The motion was seconded by Cherian Koshy. On voice vote: All ayes: Motion carries 5-0. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY:Melissa DeBoer, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE SITE PLAN FOR THE PEAK AT KETTLESTONE APARTMENTS PHASE 1 IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for The Peak at Kettlestone Apartments Phase 1, subject to remaining staff comments on September 27, 2022; AND, WHEREAS, the Site Plan for The Peak at Kettlestone Apartments Phase 1 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 1 is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 3rd day of October, 2022 that the Site Plan for The Peak at Kettlestone Apartments Phase 1 is approved. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: The Peak at Kettlestone Apartments Phase 1 – Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner REPORT DATE: September 23, 2022 MEETING DATE: September 27, 2022 GENERAL INFORMATION Owner/Applicant: Kettlestone Apartments LLC Project Manager: Eric Miller, P.E. – Bishop Engineering Request: The applicant is requesting approval of a site plan for the first 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 15.23 acres. AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. September 23, 2022 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Undeveloped Medium Density Residential K-MF-High (Kettlestone Multi- Family Stacked High District) North Multi-family Apartment Development (Cove at Kettlestone) Medium Density Residential C-1 (Community and Highway Service Commercial District) / PD-1 (Planned Development Overlay) South Vacant – Undeveloped Medium Density Residential C-4 (Office Park Commercial District) East Vacant – Undeveloped Medium Density 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 rezoned in 2020 to allow for multi-family development. 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. PROJECT DESCRIPTION The project includes a total of three apartment buildings. All apartment buildings are three-stories. Two of the apartment buildings are 30-unit buildings and one of the buildings is a 24-unit building, for a total of 84 units for the first phase. The first phase also includes four detached garage buildings and a fenced-in dog area. The site plan indicates trash and recycling to be stored in one of the garage spaces. The site plan submitted also indicates a possible future area for development to the north of the proposed first phase. The future phase includes a larger, four-story apartment building that includes a total of 186 units and three smaller apartment buildings similar in size to the buildings proposed in the first phase, for a total of 264 units proposed for the future phase of the development. The future phase will also include detached garages similar to what is proposed with the first phase of the project. Between the first phase and future phase, a total of 348 units are proposed for a total density of 22.85 dwelling units per acre. The maximum density allowed per the K-MF-High district is 24 dwelling units per acre. One monument sign is proposed to be placed at the entrance to the development off of SE Pleasant View Drive. ACCESS AND PARKING Two accesses will be provided into the site, one off of SE Pleasant View Drive and one off of SE Glacier Trail. A total of 129 parking spaces are required for the first phase proposed and 148 parking spaces are provided, including 6 accessible spaces. The parking totals include the garage parking. September 23, 2022 3 of 3 SIDEWALKS/TRAILS Five-foot-wide sidewalks will be installed along both SE Pleasant View Drive and SE Glacier Trail. Pedestrian connection 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 will be provided off of the sanitary main along SE Glacier Trail. A water service will be 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 46%. Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance. ELEVATIONS The elevations of the apartment buildings will be constructed of mostly brick, stone, fiber cement siding, 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 proposed project is meeting the intent of the Kettlestone Master Plan. STAFF RECOMMENDATION Staff recommends approval of the site plan for The Peak at Kettlestone Apartments Phase 1 subject to any remaining staff comments. THE PEAK AT KETTLESTONE APARTMENTS PHASE 1 SITE PLAN IOWAONE CALL 1-800-292-8989 www.iowaonecall.com 811 Know what's below. Call before you dig. 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: 1300 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 ZONING: KETTLESTONE MULTI-FAMILY STACKED HIGH BULK REGS SETBACKS FRONT SETBACK 0' SIDE YARD 0' REAR YARD 0' PRINCIPAL BLDG SETBACK FROM ADJOINING SFR: 50' MINIMUM PRINCIPLE BUILDING SEPARATION: 10'/ STORY DENSITY MIN 15 DU/AC , MAX 24 DU/AC PHASE 1 PROVIDED DENSITY = 268 UNITS/15.23 ACRES = 17.59 FULL BUILD DENSITY = 345 UNITS/15.23 ACRES = 22.65 PARKING REQUIREMENTS: REQUIRED PARKING PER KETTLESTONE GUIDELINES: 1 STALL PER BEDROOM PLUS 1 STALL PER 5 FOR VISITORS PHASE 1 PARKING: BUILDINGS 1-3 APARTMENTS (2-30 PLEX & 1-24 PLEX): 46 1-BEDROOM UNITS 46 STALLS 12 STUDIO UNITS 12 STALLS 18 2-BEDROOM UNITS 36 STALLS 6 3-BEDROOM UNITS 18 STALLS TOTAL BLDGS 1-3 PARKING 112 STALLS VISITOR PARKING: 1 SPACE PER 5 VISITORS (1 VISITOR PER UNIT) 82 TOTAL UNITS / 5 17 STALLS TOTAL PARKING REQUIRED 129 STALLS MIN. REQUIRED ADA 5 STALLS REQ'D TOTAL SURFACE STALLS PROVIDED 102 STALLS TOTAL GARAGE STALLS PROVIDED 46 STALLS TOTAL PHASE 1 PARKING PROVIDED 148 STALLS (INCLUDES 6 ADA STALLS) FUTURE PARKING (AS SHOWN ON PLAN): BUILDINGS 4-6 APARTMENTS (2-24 PLEX & 1-30 PLEX): 23 1-BEDROOM UNITS 23 STALLS 6 STUDIO UNITS 6 STALLS 36 2-BEDROOM UNITS 72 STALLS 12 3-BEDROOM UNITS 36 STALLS TOTAL BLDGS 4-6 PARKING 137 STALLS MAIN APARTMENT BUILDING (ALLURE BLDG): 24 2-BEDROOM UNITS 48 STALLS 3 GUEST UNITS 3 STALLS 16 2-BEDROOM ADA ACC. UNITS 32 STALLS 116 1-BEDROOM UNITS 116 STALLS 27 STUDIO UNITS 27 STALLS TOTAL MAIN APARTMENT 226 STALLS VISITOR PARKING: 1 SPACE PER 5 VISITORS (1 VISITOR PER UNIT) 78 TOTAL UNITS / 5 16 STALLS TOTAL FUTURE PARKING REQUIRED 379 STALLS MIN. REQUIRED ADA 8 STALLS REQ'D TOTAL FUTURE SURFACE STALLS PROVIDED 291 STALLS TOTAL FUTURE GARAGE STALLS PROVIDED 79 STALLS TOTAL FUTURE SURFACE PARKING PROVIDED 370 STALLS (INCLUDES 9 ADA STALLS) TOTAL UNDERGROUND STALLS PROVIDED 96 STALLS (INCLUDES 5 ADA STALLS) TOTAL FUTURE PARKING PROVIDED 466 STALLS (INCLUDES 14 ADA STALLS) SITE FULL BUILD REQUIRED PARKING 508 STALLS SITE FULL BUILD REQUIRED ADA 13 STALLS SITE FULL BUILD PROVIDED PARKING 614 STALLS SITE FULL BUILD PROVIDED ADA 22 STALLS VICINITY MAP SCALE: 1' = 1,000' COPYRIGHT 2022 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING. UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW. LEGEND: 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 MANHOLE FIBER OPTIC RISER FIBER OPTIC VAULT CABLE TV RISER SIGN BOLLARD 7 DENOTES NUMBER OF PARKING STALLS PROPERTY CORNER - FOUND AS NOTED PROPERTY CORNER- PLACED AS NOTED SECTION CORNER - FOUND AS NOTED D S CO H Y D I CV W WS O Y A DR E EM E ELEC EJ EP GM GV A/C T TEL T TS FO F/O TV W WV CO V E R S H E E T C0.1 SHEET INDEX: C0.1 COVER SHEET C2.1-2.2 LAYOUT PLAN C3.1-3.5 GRADING PLAN C4.1-4.2 UTILITY PLAN C5.1-5.4 LANDSCAPE PLAN C6.1 DETAILS SHEET C7.1-7.2 SWPPP UTILITY CONFLICT NOTES: 1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE. 2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AN EXISTING UTILITY AND PROPOSED CONSTRUCTION WETLAND NOTES: 1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT IS THE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THE PROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. SURVEY NOTES: 1.SURVEY WORK WAS COMPLETED BY BISHOP ON 7-15-2021. SEE SITE SURVEY PROVIDED AS PART OF THIS SET OF PLANS FOR EXISTING SITE CONDITIONS AND BOUNDARY INFORMATION. GENERAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2020 CITY OF WAUKEE AND 2021 SUDAS STANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK. 2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS. 5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS." 6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN. 7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES. 8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE. 9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. 10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY. 11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS. 12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE. 13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS. 14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THE END OF EACH WORK DAY AND PRIOR TO ANY RAIN EVENT. 15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAY UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED. 16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT. 17.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. IF PAVING IS NOT INSTALLED PRIOR TO BUILDING CONSTRUCTION COMMENCING AFTER FOOTING INSTALLED, AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING TO EXTEND WITHIN 100-FEET OF ALL PORTIONS OF THE EXTERIOR WALLS SHALL BE PROVIDED AND COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 OF THE IFC. PAVING NOTES: 1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREAS SHALL BE SEEDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS. 2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGN OFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED. 3.SEE DETAILS FOR ALL PAVEMENT THICKNESS. 4.ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PLANEL(S) AS PER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD. 5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET. UTILITY NOTES: 1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY. 2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES. 3.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION. 4.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE. 5.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE II CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD. 6.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC. 7.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING. 8.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETED PRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION. 9.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS. 10.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION. 11.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE. 12.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT. 13.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHEN THE BAGS CAN BE REMOVED. 14.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET. 15.ALL HYDRANTS SHALL HAVE 5-INCH STORZ FITTINGS. 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 0 C O V E R . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 3 : 1 4 A M UTILITY NOTE: THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC RECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP ENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE TO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD. ABBREVIATIONS: AC ACRES ASPH ASPHALT BK BOOK CONC CONCRETE D DEEDED DISTANCE EX EXISTING ENCL ENCLOSURE FF FINISHED FLOOR FL FLOW LINE FRAC FRACTIONAL M MEASURED DISTANCE MH MANHOLE OPC ORANGE PLASTIC CAP P PLATTED DISTANCE PG PAGE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRA PREVIOUSLY RECORDED AS PUE PUBLIC UTILITY EASEMENT ROW RIGHT OF WAY RPC RED PLASTIC CAP SF SQUARE FEET SAN SANITARY TYP TYPICAL YPC YELLOW PLASTIC CAP N NORTH S SOUTH E EAST W WEST F/O C0.1 - C7.2 SITE SITE CONTROL AND BENCHMARKS: BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTH BENCHMARK DATUM = NAVD88 POINT #9000 NORTHING = 580971.24 EASTING = 1545959.54 ELEVATION = 1065.49 DESCRIPTION: 3/4" IRON PIPE WITH RPC POINT #9001 NORTHING = 581468.39 EASTING = 1546028.48 ELEVATION = 1068.18 DESCRIPTION: 3/4" IRON PIPE WITH RPC POINT #9002 NORTHING = 582009.12 EASTING = 1546000.97 ELEVATION = 1062.85 DESCRIPTION: 3/4" IRON PIPE WITH RPC POINT #9003 NORTHING = 580941.14 EASTING = 1545575.29 ELEVATION = 1062.16 DESCRIPTION: 3/4" IRON PIPE WITH RPC POINT #9004 NORTHING = 580870.93 EASTING = 1545099.80 ELEVATION = 1059.25 DESCRIPTION: 3/4" IRON PIPE WITH RPC POINT #9005 NORTHING = 580756.75 EASTING = 1544265.09 ELEVATION = 1043.36 DESCRIPTION: CUT "X" POINT #9006 NORTHING = 581294.15 EASTING = 1544171.64 ELEVATION = 1042.63 DESCRIPTION: 3/4" IRON PIPE WITH RPC POINT #9007 NORTHING = 581929.27 EASTING = 1543819.74 ELEVATION = 1048.33 DESCRIPTION: 3/4" IRON PIPE WITH RPC POINT #9008 NORTHING = 582621.90 EASTING = 1543871.78 ELEVATION = 1047.64 DESCRIPTION: 3/4" IRON PIPE WITH RPC POINT #9009 NORTHING = 582452.60 EASTING = 1544896.94 ELEVATION = 1059.61 DESCRIPTION: 3/4" IRON PIPE WITH RPC POINT #9011 NORTHING = 581845.60 EASTING = 1545087.11 ELEVATION = 1061.21 DESCRIPTION: 3/4" IRON PIPE WITH RPC OPEN SPACE REQUIREMENTS: MINIMUM 20% OPEN SPACE REQUIRED REQUIRED = 663,419SF * 20% = 132,684SF PROV'D (INCLUDING FUTURE)= 304,870SF OR 46% IMPERVIOUS SURFACE: FULL BUILD IMPERVIOUS = 358,549 SF BUILDING = 142,167 SF PAVEMENT = 216,382 SF FUTURE DEVELOPMENT NOTE: 1.THIS SITE PLAN SHALL ONLY BE USED TO CONSTRUCT PHASED 1 IMPROVEMENTS, ALL FUTURE DEVELOPMENTS INCLUDING THE ALLURE BUILDING AND NORTH APARTMENTS ARE SHOWN FOR PLANNING PURPOSES ONLY AND WILL REQUIRE SEPARATE SITE PLAN APPROVALS FROM THE CITY OF WAUKEE. 2 3 + 0 0 2 4 + 0 0 2 5 + 0 0 2 6 + 0 0 27 + 0 0 28 + 0 0 29 + 0 0 39+64.50 40+00 41+00 42+00 43+00 44+00 45+00 46+00 S S S S H YD H Y D H Y D D D W V WV WV WV CO COCO HY D H Y D HY D WV WV 1 0 + 0 0 1 0 + 1 3 . 4 7 11 107 97 8 9 15 9 8 15 W6" 7 10 15 9 9 15 15 S S S S SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN D D D D D 8' 24' 18' 26' 18' 9' 18 ' 30 ' 9' 18 ' 30 ' 18 ' 8' 30 ' 9' 18' 9' 11 . 9 ' 11 . 5 6 ' 8'7' 24'18'8' 32' 26 ' 27 . 5 8 ' 26 . 5 8 ' 9 9 66 4 9 14 24'18'6' 17 ' 24 ' 17 ' 30 . 6 4 ' 17 ' 9' 10' 25'25' 26 ' D BUILDING #1 24-PLEX (3-STORIES) 8,980 SF FFE=1065.00 BUILDING #2 30-PLEX (3-STORIES) 8,980 SF FFE=1065.50 BUILDING #3 30-PLEX (3 STORIES) 8,780 SF FFE=1064.75 9 CAR GARAGE FFE=1065.00 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 9 CAR GARAGE FFE=1064.75 W8" W8" W8" ST ST ST ST ST ST ST SA N 8" SA N 8" H Y D HY D HY D H Y D H Y D HY D HY D HY D WV 10' 9.42' 9' R1 5 ' R15' R 1 5 ' R15' R15 ' R15' R5' R 1 5 ' R5' GARAGE DEDICATED AS TRASH ENCLOSURE (3 GARBAGE, 1 RECYCLE) R 1 5 ' R1 5 ' R 1 5 ' R15' R15 ' R1 5 ' R15 ' R2 0 0 ' R1 7 4 ' R5' R5 ' 10' 10 0 . 0 2 ' 26 . 1 5 ' 25 . 9 8 ' 26 . 7 1 ' 26 . 1 6 ' 27 . 3 9 ' 26 . 7 7 ' PAINTED ISLAND ADA RAMP & LANDING 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 ' L A N D S C A P E BU F F E R E A S E M E N T EX. 40' SANITARY SEWER EASEMENT 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. 25' LANDSCAPE BUFFER EASEMENT EX . 1 0 ' P U E 7" C4 MIX PAVMENT 7" C4 MIX PAVMENT 7" C4 MIX PAVMENT 7" C4 MIX PAVMENT 7" C4 MIX PAVMENT 7" C4 MIX PAVMENT 7" C4 MIX PAVMENT 7" C4 MIX PAVMENT ADA RAMP & LANDING ADA SYMBOL PAINTED ISLAND ADA SIGN MONUMENT SIGN (BY OTHERS) MONUMENT SIGN (DESIGN BY OTHERS) TY P E A S U D A S A P P R O A C H (W / R A D I I ) TYPE A SUDAS APP R O A C H (W/ RADII) E X . 1 0 ' P U E EX. 10' PUE 31' B/B 70' ROW 3 1 ' B / B 7 0 ' R O W SE GLACIER TRAIL S E P L E A S A N T V I E W D R I V E W8"W8"W8"W8"W8"W8"W8"W8"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" WV WV DOG AREA 5' 5 ' 5' WV 1 0 ' T R A I L ( P L A T I M P R O V E M E N T ) PROP. TEMPORARY GRADING EASEMENT (SEE GRADING SHEET C3.3) WV WV 5' 41' 4 8 . 2 1 ' ADA RAMP ADA RAMP & LANDING ADA SIGN PAINTED ISLAND ADA SYMBOL ADA SYMBOL ADA SYMBOL PAINTED ISLAND ADA RAMP & LANDING ADA SIGN ADA RAMP ADA RAMP 30 ' 8' HY D 22 . 0 ' 109.5' 22 . 0 ' 109.5' 22 . 0 ' 109.5' 22 . 0 ' 109.5' 22 . 0 ' 109.5' 22 . 0 ' 22 . 0 ' 109.5' 22 . 0 ' 22 . 0 ' 22 . 0 ' 63.5' 22 . 0 ' 22 . 0 ' 63.5' ADA SIGN ADA SYMBOL ADA SIGNADA SIGN R 3 ' R 3 'R3'R3' R3' R3' R3' R3' R3' R3' R3 ' R 3 ' R3' R 3 ' R3' R3' R3 ' R3' R3' R 3 ' R15 ' R1 5 ' R 3 'R3'R 3 ' R 2 . 5 ' R 5 0 ' R 5 0 ' R 3 ' R3 ' R3' R2.5 ' R3' R 2 5 ' R 2 5 ' R2 5 ' R 2 5 ' R25' EX. 25' LANDSCAPE BUFFER EASEMENT 18 CAR GARAGE FFE=1064.00 10 CAR GARAGE FFE=1064.00 FUTURE ALLURE BUILDING (4-STORIES) FFE = 1067.25 (UNDERGROUND PARKING) PROP. TEMPORARY GRADING EASEMENT (SEE GRADING SHEET C3.3) LOT 5 KETTLESTONE PEAK 15.23 AC FU T U R E A R E A FUT U R E A R E A 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 WALL W/ SAFETY RAIL (BY OTHERS) WALL W/ SAFETY RAIL (BY OTHERS) TRASH COMPACTOR (FUTURE, REF ARCH) ADA RAMP ADA RAMPADA RAMP ADA RAMP ADA SIGN ADA RAMP & LANDING PAINTED ISLAND ADA RAMP ADA SIGN ADA RAMP 26' 18' 18' 9'9' 9' 9 ' 11.7'2. 0 ' 13.3' 7. 0 ' 9.7' 10 . 0 ' 9.7' 10 . 0 ' 11.3'3. 0 '46.7'3. 0 ' 11.3' 10 . 0 ' 9.7' 10 . 0 ' 9.7' 7. 0 ' 13.3'2. 0 ' 11.7' 16 . 0 ' 2.0' 27 . 0 ' 2.0' 16 . 0 ' 23.0'5. 0 ' 9.7' 3. 0 ' 11.0'3. 0 ' 12.0' 3. 0 ' 23.0' 2. 0 ' 26.0'5. 0 ' 9.7' 3. 0 '11.0'3. 0 ' 9.7' 5. 0 ' 23.0' 16 . 0 ' 2.0' 27 . 0 ' 2.0' 16 . 0 ' 1 9 . 3 1 ' STOOP & CANOPY (REF. STRUCT.) STOOP & CANOPY (REF. STRUCT.) 8' 5'x5' STOOP (REF. STRUCT.) PATIO/BALCONY, TYP. (REF. ARCH/STRUCT.) STOOP & CANOPY (REF. STRUCT.) STOOP & CANOPY (REF. STRUCT.) PATIO/BALCONY, TYP. (REF. ARCH/STRUCT.) 11.7'2. 0 ' 13.3' 7. 0 ' 9.7' 10 . 0 ' 9.7' 10 . 0 ' 11.3'3. 0 '46.7'3. 0 ' 11.3' 10 . 0 ' 9.7' 10 . 0 ' 9.7' 7. 0 ' 13.3'2. 0 ' 11.7' 16 . 0 ' 2.0' 27 . 0 ' 2.0' 16 . 0 ' 23.0'5. 0 ' 9.7' 3. 0 ' 11.0'3. 0 ' 12.0' 3. 0 ' 23.0' 2. 0 ' 26.0'5. 0 ' 9.7' 3. 0 ' 11.0'3. 0 ' 9.7' 5. 0 ' 23.0' 16 . 0 ' 2.0' 27 . 0 ' 2.0' 16 . 0 ' 5' WIDE WALK CONNECTION, NO STOOP 8' 40.26' 40.54' STOOP & CANOPY (REF. STRUCT.) STOOP & CANOPY (REF. STRUCT.) 5'x5' STOOP (REF. STRUCT.) PATIO/BALCONY, TYP. (REF. ARCH/STRUCT.) 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' 13 . 0 ' 8.0' 7. 0 ' 37.0' 7. 0 ' 8.0' 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' 7. 0 ' 36.0' 22 . 3 ' ST ST ST HY D GRIND EX. CURB GR I N D E X . C U R B S DD D ST ST ST ST D S T S T S T S T 3'3' 48" BLACK VINYL CHAIN LINK FENCE 10'50' 20 ' 40 ' 44.48' 4' GATE 6' 5' 8' 6" PINE 6" PINE 15" TREE 10" TREE 30" TREE S S S S LAYOUT NOTES: 1.FUTURE TRASH COMPACTOR TO BE COORDINATED W/ ARCH. 2.FUTURE 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 2 L A Y O U T . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 3 : 4 5 A M PHASE 1 PAVING LIMITS PHASE 1 PAVING LIMITS 1 0 + 1 3 . 4 7 15 8 9 6 12 15 8 15 15 10 W6" 10 14 10 6 15 14 9 15 15 S S S SA N SA N SA N SA N SA N SA N SA N D D 10' 10' 8' 24' 18' 26' 9' 8'7' 5'24'18'8' 28 ' 28 . 6 3 ' 25 ' 27 . 5 8 ' 26 . 5 8 ' 9 9 66 4 17 ' 24 ' 17 ' 30 . 6 4 ' 17 ' 9' 10' 25'25' FUTURE BUILDING #4 (3 STORIES) 24-PLEX 9,060 SF FFE = 1067.75 FUTURE BUILDING #5 (3 STORIES) 30-PLEX 9,060 SF FFE = 1067.75 FUTURE BUILDING #6 (3 STORIES) 24-PLEX 9,060 SF FFE = 1067.75 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 W8" W8" W8" ST ST ST ST ST ST ST SA N 8" SA N 8" HY D H Y D HY D HY D HY D WV R1 5 ' R15 ' R15' R5' R 1 5 ' R5' R15' R15 ' R1 5 ' R15 ' 10 0 . 0 2 ' 26 . 1 5 ' 25 . 9 8 ' 26 . 7 1 ' 26 . 1 6 ' 27 . 3 9 ' 26 . 7 7 ' FUT U R E A R E A FU T U R E A R E A 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 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 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 7" C4 MIX PAVMENT 7" C4 MIX PAVMENT ADA RAMP & LANDING ADA SYMBOL PAINTED ISLAND ADA SIGN MONUMENT SIGN (DESIGN BY OTHERS) 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"W8"W8" WV PROP. TEMPORARY GRADING EASEMENT (SEE GRADING SHEET C3.3) WV WV 4 8 . 2 1 ' 30 ' 8' HY D R3' R3' R3' R3' R3' R3' R3 ' R 5 0 ' R 5 0 ' R 3 'R3' R3' EX. 25' LANDSCAPE BUFFER EASEMENT FUTURE ALLURE BUILDING (4-STORIES) FFE = 1067.25 (UNDERGROUND PARKING) LOT 5 KETTLESTONE PEAK 15.23 AC FU T U R E A R E A FU T U R E A R E A FUTURE 9 CAR GARAGE FU T U R E 9 C A R G A R A G E FU T U R E 9 C A R G A R A G E FU T U R E 9 C A R G A R A G E FU T U R E 9 C A R G A R A G E PH A S E 3 7 C A R G A R A G E 10 8 10 8 WALL W/ SAFETY RAIL (BY OTHERS) WALL W/ SAFETY RAIL (BY OTHERS) TRASH COMPACTOR (FUTURE, REF ARCH) FUTURE PLAY AREA ADA RAMP ADA RAMPADA RAMP ADA RAMP ADA SIGN ADA RAMP & LANDING PAINTED ISLAND ADA RAMP ADA SIGN ADA RAMP 18' 9' 9' 9 ' ST ST ST H Y D S DD D ST ST ST ST D S T S T S T S T 3'3' 6" PINE 6" PINE 15" TREE 10" TREE 30" TREE 30 " P I N E LA Y O U T P L A N C2.2 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 2 L A Y O U T . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 4 : 0 0 A M LAYOUT NOTES: 1.FUTURE TRASH COMPACTOR TO BE COORDINATED W/ ARCH. 2.FUTURE INTERIOR COURT DESIGNED BY OTHERS IN THE ALLURE BUILDING. GRAPHIC SCALE 030 15 30 60 PHASE 1 PAVING LIMITS 2 3 + 0 0 2 4 + 0 0 2 5 + 0 0 2 6 + 0 0 27 + 0 0 28 + 0 0 29 + 0 0 39+64.50 40+00 41+00 42+00 43+00 44+00 45+00 46+00 S S S S H Y D H YD HY D D D 40' SANITARY SEWER EASEMENT 4 0 ' S A N I T A R Y S E W E R E A S E M E N T W V WV WV ST O R M S E W E R E A S E M E N T WV CO COCO HYD H Y D DE T E N T I O N E A S E M E N T WV WV TE M P O R A R Y T U R N A R O U N D E A S E M E N T 1 0 + 0 0 1 0 + 1 3 . 4 7 6 0 . 4 1 5 9 . 7 2 5 9 . 3 8 5 9 . 0 3 5 8 . 6 9 5 8 . 3 5 5 8 . 0 3 6 0 . 0 6 58.94 58.95 59.07 59.20 XX.XX 59.20 5 9 . 0 8 5 8 . 7 3 5 8 . 7 3 5 9 . 0 8 5 8 . 2 3 5 7 . 7 3 5 7 . 7 3 5 8 . 2 3 5 8 . 5 5 5 8 . 0 5 5 8 . 0 5 5 8 . 5 5 5 8 . 8 9 5 8 . 3 9 6 0 . 2 6 5 9 . 7 6 5 9 . 7 6 6 0 . 2 6 6 0 . 6 1 6 0 . 1 1 6 0 . 1 1 6 0 . 6 1 58.90 59.40 59.40 58.90 58.77 59.27 59.42 58.92 5 8 . 9 0 5 8 . 9 0 0. 0 % 0. 0 % 0 . 6 % 1.5% 1.6%1.0% 1.0% 0.8%0. 0 % 1. 0 % 0. 8 % 0.8% 2.0%2.0% 2.0%2.0% 2.0%2.0% 2.0%2.0% 2.0%2.0% 2. 0 % 2. 0 % 1. 0 % 1. 0 % 0. 6 % 4. 2 % 5. 0 % 1. 5 % 1.0% 1.0% 0.6% 1.0% 0.8 % 1.9% 1.8% 2 . 0 % 1. 0 % 0. 7 % 1. 0 % 1. 4 % 1.0% 1.0% 1.2% 0.9% 5.0% 4.4%1.7% 1. 0 % 1. 0 % 1. 0 % 0. 5 % 5. 0 % 6. 0 % 0.5% 0.0% 1.0% 1.0% 5.2% 5.6% 1 . 4 % 1. 4 % 0.5% 0.5% 2.0%2.0% 2.0%2.0% W 6" S S S S SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN D D D D D 1066 1067 1068 2. 0 % 2. 0 % D BUILDING #1 24-PLEX (3-STORIES) 8,980 SF FFE=1065.00 BUILDING #2 30-PLEX (3-STORIES) 8,980 SF FFE=1065.50 BUILDING #3 30-PLEX (3 STORIES) 8,780 SF FFE=1064.75 9 CAR GARAGE FFE=1065.00 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 9 CAR GARAGE FFE=1064.75 EX. WET DETENTION POND 100-YR HWL=1060.56 NORMAL POOL ELEV=1056.00 W W W W W W W W W W W W W W W W W W W W W W W W8" W8" W8" ST ST ST ST ST ST ST SA N 8" SA N 8" HY D HY D H Y D H Y D HY D H Y D HY D H Y D WV 1065 1063 1064 1 0 6 6 1066 1062 10 6 1 1064 1063 1064 1064 10 6 4 1 0 6 4 1 0 6 4 10 6 3 1 0 6 3 106610661066 1070 1067 106 6 1 0 7 0 10 7 1 10 7 2 10 7 3 10701071 1065 1 0 6 5 1064 1 0 6 9 106 7106 8 1066 1 0 6 7 1 0 6 6 1 0 6 4 1 0 6 5 1 0 4 5 1 0 5 0 1 0 5 5 1 0 6 0 104 5 105 0 105 5 106 0 1063 106 2 106 1 1048 1047 1046 1049 1050 1055 106010611062106 3 1 0 6 3 10 6 2 10 6 1 10 6 1 1 0 6 2 1 0 6 4 106 4 1 0 6 6 10 6 7 106 8 1068 10 6 8 1068 1 0 6 9 1 0 7 0 1 0 6 9 1065 BASIN OVERFLOW ROUTE SPILLWAY ELEVATION=1061.56 SE GLACIER TRAIL S E P L E A S A N T V I E W D R I V E 100-YR HWL=1060.56 4. 9 % 5 . 2 % 6. 3 % 7 . 8 % 7 . 1 % 4. 3 % 5 . 0 % 4.3 % W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8" W W W W W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8" WV WV 1060 10 6 0 WV 1060 1063 1062 1061 WV WV 1065 1065 1065 106610661066 1068 1067 1066 1 0 6 4 1 0 6 2 1 0 6 1 10 6 4 1 0 6 4 10 6 5 10 6 6 10 6 7 10 6 7 10 6 6 1064 106 2 1 0 6 2 1 0 6 3 1 0 6 4 1 0 6 5 1 0 6 6 1066 1065 1066 1065 10 6 4 10 6 4 1066 1066 106 4 106 5 1 0 6 4 1059 1060 1061 1063 1059 1060 1061 1063 1066 1065 1064 106 5 1 0 6 1 10 6 3 10 6 1 1066 1065 1066 H Y D 100-YR= 1061.54 100-YR=1064.32 100-YR=1063.76 100-YR=1063.74 100-YR= 1063.17 100-YR= 1063.65100-YR=1063.70 100-YR=1063.76 100 -YR=1064.60100-YR=1064.60100-YR=1064.60 2. 1 % 2. 1 % 2. 1 % 1064 OVERFLOW ROUTE, TYP. OVERFLOW ROUTE, TYP. 100-YR=1063.36 100-YR=1063.36 100-YR= 1062.87 1062.03 1066.92 1063.69 1064.00T/C 1063.50G 1063.75T/C 1063.25G 1063.33T/C 1062.83G 1062.84T/C 1062.34G 1063.75T/C 1063.25G 1063.75T/C 1063.25G 1063.47T/C 1062.97G 1063.23T/C 1062.73G 1063.23T/C 1062.73G 1063.73T/C 1063.23G 1064.11T/C 1063.61G 1063.73T/C 1063.23G 1063.82T/C 1063.32G 1064.05T/C 1063.55G 1064.65T/C 1064.15G 1062.84T/C 1062.34G 1064.55T/C 1064.05G 1063.33T/C 1062.83G 1062.84T/C 1062.34G 1064.45T/C 1063.95G 1064.39T/C 1063.89G 1063.80T/C 1063.30G 1063.68T/C 1063.18G 1062.84T/C 1062.34G 1063.75T/C 1063.25G 1063.75T/C 1063.25G1063.71T/C 1063.21G 1063.51T/C 1063.01G 1063.32T/C 1062.82G 1062.84T/C 1062.34G 1062.98T/C 1062.48G 1065.77T/C 1065.27G 1065.01G 1066.69T/C 1066.19G 1065.99G 1066.78T/C 1066.28G 1066.14G 1065.62T/C 1065.12G 1064.93G 1065.02T/C 1064.52G 1063.94T/C 1063.44G 1064.94T/C 1064.44G 1063.71T/C 1063.21G 1065.85T/C 1065.35G 1062.95T/C 1062.45G 1063.09T/C 1062.59G 1062.95T/C 1062.45G 1062.75T/C 1062.25G 1062.96T/C 1062.46G 1062.45G 1063.71T/C 1063.21G 1065.55T/C 1065.05G 1065.85T/C 1065.35G 1065.97 1066.31G 1066.40G 1066.43 1066.52 1066.60 1066.48T/C 1065.98G 1066.90T/C 1066.40G 1063.61 1064.27 1066.03 1065.40 1066.20 1065.80 1067.19T/C 1066.69G 1067.22 1067.22 1067.25 1067.22 1067.25 1067.22 1065.711065.71 1066.01 1065.71 1065.93 1057.75T/C 1057.25G 1057.75T/C 1057.25G 1067.38T/C 1066.88G 1067.38T/C 1066.88G 1066.90T/C 1066.40G 1066.69T/C 1066.19G 1066.84T/C 1066.34G 1057.79B/W 1066.32G 1066.71T/C 1066.21G 1066.79 1066.28 1066.85T/C 1066.35G 1066.97 1066.75T/C 1066.25G 1066.83 1066.91T/C 1066.41G 1066.99 1066.91T/C 1066.41G 1066.99 1067.17 1067.25 1067.25 1067.21 1067.17 1066.87 1063.461063.86 1063.48 1063.76 1063.75 1066.45 1067.00 1067.00 1066.21 1067.00 1067.00 1063.89T/C 1063.39G 1063.68T/C 1063.18G 1064.60 1065.10 1064.04 1064.73T/C 1064.23G 1064.82T/C 1064.32G 1064.64T/C 1064.14G 1064.90 1064.44T/C 1063.94G 1063.23T/C 1062.73G 1062.75T/C 1062.25G 1061.94G 1061.85T/C 1061.35G 1062.65T/C 1062.15G 1062.43T/C 1061.93G 1064.44T/C 1063.94G 1064.44T/C 1063.94G 1064.58T/C 1064.08G 1064.58T/C 1064.08G 1064.911064.91 1064.79 1064.91 1064.91 1064.36T/C 1063.86G 1064.29T/C 1063.79G 1064.26T/C 1063.76G 1063.63G 1064.73T/C 1064.23G 1064.57T/C 1064.07G 1064.08G1064.18G 1065.07T/C 1064.57G 1064.00T/C 1063.50G 1063.50T/C 1063.00G 1063.59G 1063.60T/C 1063.10G 1063.63T/C 1063.13G 1056.00 1056.00 1056.00 1062.70 1063.26 1064.05 1064.05 1063.26 1064.05 1062.74 1064.76 1063.72 1064.66 1064.66 1063.65 1063.41 1063.311063.751063.481063.76 1063.321063.86 1067.02 1067.02 1067.17 1067.25 1067.17 1067.25 1067.02 1066.12 1065.33T/C 1064.83G 1065.45 1065.48T/C 1064.98G 1065.60 1066.96T/C 1066.46G 1067.08 1066.96T/C 1066.46G 1067.08 1067.20 1067.20 1067.25 1067.25 1066.63T/C 1066.13G 1066.70 1066.46T/C 1065.96G 1065.91G 1066.49T/C 1065.99G1066.36T/C 1065.86G 1066.48 1066.16G 1066.53T/C 1066.03G 1066.65 1066.53T/C 1066.03G 1066.65 1067.17 1067.25 1067.17 1067.25 1066.66T/C 1066.16G 1066.78 1066.36T/C 1065.86G 1066.48 1066.65T/C 1066.15G 1066.77 1066.81 1067.00 1066.74 1066.50 1066.75 1066.59 1066.47T/C 1065.97G 1057.75T/C 1057.25G 1057.75T/C 1057.25G 1066.75T/W 1063.60T/W 1063.40T/C 1062.90G 1063.60B/W 1064.20 1064.48 1064.20 1064.35 1064.23 1064.51 1065.64 1065.70 1064.51 1065.70 1064.50 1065.65 1065.82 1065.00G 1064.67G 1064.59G1066.60T/C 1066.10G 1065.79T/C 1065.29G 1065.06 1064.75G1064.75G1064.75G1065.00G1065.00G1065.00G 1064.311064.31 1064.311064.31 1064.00G1064.00G1064.00G 1064.00G1064.00G 1064.00G 1064.45T/C 1063.95G 1064.53T/C 1064.03G 1064.00G 1064.50 1064.00G 1064.00G 1064.40 1064.00 1064.48T/C 1063.98G 1064.48T/C 1063.98G 1064.35T/C 1063.85G 1064.37T/C 1063.87G 1063.97 1064.92G 1064.57T/C 1064.07G 1064.57T/C 1064.07G 1064.32T/C 1063.82G 1063.77G 1063.73G 1064.18T/C 1063.68G 1063.57 1063.48 1063.86 1063.82 1064.40 1063.36 1064.44T/C 1063.94G 1064.53 1064.66 1064.57T/C 1064.07G 1064.60T/C 1064.10G 1064.73T/C 1064.23G 1064.78T/C 1064.28G 1065.20T/C 1064.70G 1065.20T/C 1064.70G 1064.73T/C 1064.23G 1065.32 1064.63T/C 1064.13G 1064.75 1064.90T/C 1064.40G 1065.02 1064.90T/C 1064.40G 1065.02 1064.50T/C 1064.00G 1064.62 1064.35T/C 1063.85G 1064.61T/C 1064.11G 1064.61T/C 1064.11G 1064.56T/C 1064.06G 1065.14 1064.45T/C 1063.95G 1063.84G 1063.80G 1064.30 1064.34 1065.19T/C 1064.69G 1064.37G 1064.39G 1065.06T/C 1064.56G1065.10T/C 1064.60G 1065.23T/C 1064.73G 1065.16T/C 1064.66G 1065.25T/C 1064.75G 1064.46 1064.50 1064.55 1064.60 1064.66G 1064.75G 1064.781064.87 1065.281065.37 1065.41 1065.411065.41 1065.41 1066.25 1065.75 1066.25 1065.75 1066.25 1065.75 1066.25 1065.75 1066.25 1065.75 1066.25 1065.75 1064.00G 1064.72T/C 1064.22G 1064.05G 1064.42G1064.33G 1064.70 1064.58 1064.49 1065.02T/C 1064.52G 1063.40T/C 1062.90G 1063.60B/W 1063.60T/W 1057.79B/W 1066.21T/W 1066.45 1066.21 1058.53B/W1066.29T/W 1063.54T/W 1063.40T/C 1062.90G 1063.54B/W 1063.40T/C 1062.90G 1063.54B/W 1063.54T/W 1058.53B/W 1066.79T/W 1062.69T/C 1062.19G 1062.37T/C 1061.87G 1062.32T/C 1061.82G 1062.28T/C 1061.78G 1062.20T/C ± EX 1061.70G ± EX 1061.94T/C 1061.44G 1061.19T/C 1060.69G 1059.80 ± EX 1060.83 ± EX 1063.03 1066.71 1066.83 1066.58T/C 1066.08G 1066.70 1066.23T/C 1065.73G 1066.51 1066.41T/C 1065.91G 1066.46 1066.41T/C 1065.91G 1066.53 1066.20T/C 1065.70G 1066.18T/C 1065.68G 1066.23T/C 1065.73G 1065.82 1066.85T/C 1066.35G 1066.85T/C 1066.35G 1066.71T/C 1066.21G 1066.75T/C 1066.25G 1066.25 1066.21 1066.09 1066.03 1066.33 1066.37 1066.79 1066.87 1066.93 1066.97 1067.17 1067.25 1067.25 1067.17 1066.58T/C 1066.08G 1066.08 1066.67T/C 1066.17G 1065.53T/C 1065.03G 1065.65 1065.58T/C 1065.08G 1065.70 1066.75 1064.19T/C 1063.69G 1064.29T/C 1063.79G 1064.11 1064.21 1064.33 1064.41 1065.01T/C 1064.51G 1065.02T/C 1064.52G 1060.71 ± EX 1060.55 ± EX 1061.95T/C 1061.45G 1061.96T/C 1061.46G 1061.53T/C 1061.03G 1063.50T/C 1063.00G 1064.64T/C 1064.14G 1066.01 1067.63 1067.58 1060.84 1060.41 1063.78 1060.46 1060.39 1060.56 1065.23T/C 1064.73G 1065.25T/C 1064.75G 1065.63 1064.95 1064.50 1064.75 1064.50 1065.00 1064.92 1065.00 1064.92 1064.75 1064.75 1064.75 1064.75 1064.27 1064.75 1064.75 1064.75 1064.75 1066.75 1067.21 1067.20 1065.00 1065.00 1065.00 1064.901065.00 1064.96 1065.00 1065.00 1065.00 1065.00 1064.96 1065.001065.00 1065.00 1065.00 1064.90 1065.35 1065.40 1065.40 1065.42 1065.50 1065.42 1065.50 1065.40 1065.00 1065.40 1065.42 1065.50 1065.50 1065.50 1065.501065.42 1065.50 1065.50 1065.461065.50 1065.50 1065.501065.50 1065.50 1065.40 1065.40 1065.50 1065.401065.40 1065.50 1065.50 1065.31 1065.15 1065.03T/C 1064.53G 1065.19 1064.83 1064.71T/C 1064.21G 1064.62 1061.19 ± EX 1059.51 AB 1059.45 AB 1061.41 1061.36 1061.33 1061.28 1060.82G 1060.78G1061.27G 1061.19G 1061.77 1061.691061.88 1061.96 1062.32 1062.24 1062.32 1062.24 1062.40 1062.32 1063.52 1063.44 1063.40 1063.32 1061.91 1061.86 1061.83 1061.78 1062.49 1062.41 1059.44 AB 1061.60G 1061.59G 1061.43 1061.35 1060.83T/C ±EX 1062.78T/C ±EX 1062.90T/C ±EX 1060.37 1060.29 1060.16T/C ±EX 1066.82 1066.24G 1066.47 1066.82T/C 1066.32G 1064.57 1064.64 1064.03T/C ±EX 1066.07G 1064.61 1064.81 1064.58 1065.14T/C 1064.64G 1060.40G 1060.34G 1 0 6 5 10 6 2 10 6 4 10 6 6 18 CAR GARAGE FFE=1064.00 10 CAR GARAGE FFE=1064.00 1064.36 1 0 6 6 1061.82G 1062.58G 4.0% 4.0% 4.0% 1.0% 1059.25 1059.17 1058.63T/C ±EX 4.0% 1059.811059.89 4.0% 3 . 9 % 4 . 0 % 1060.88 1060.81 1061 1060.27T/C ±EX 1064.50 1061.09 FUTURE ALLURE BUILDING (4-STORIES) FFE = 1067.25 (UNDERGROUND PARKING) EXTEND SIDE STEM WALLS TO 1065.00 (REF. ARCH) 1063.99 1063.991064.79T/C 1064.29G 1064.79T/C 1064.29G 1064.79T/C 1064.29G 1064.79T/C 1064.29G EXTEND SIDE STEM WALL TO 1065.00 (REF. ARCH) 1064.71 1064.57T/C 1064.07G 1064.50 EXTEND SIDE STEM WALL TO 1065.00 (REF. ARCH) 10 6 3 1064 2 . 0 % 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1 . 5 % 1 . 5 % 4 . 0 % 1060.20 1060.12 1059.58T/C ±EX 1 . 5 % 10 6 1 10 6 2 1 0 6 3 106 3 106 2 10 6 1 10 6 0 1 0 5 9 1059 1060 1061 106 3 10 6 2 1 0 6 4 10 6 4 10 6 2 1061.29 1061.22 1060.68T/C ±EX 4.0%1.5% 2. 0 % 2. 0 % 2. 0 % 2. 0 % 1059.32T/C ± EX 1058.82G ± EX 1064.66T/C 1064.16G 1064.75 2.6 % 1064.26 1064.66 2. 0 % 10 6 4 10 6 5 2.3% 1064.69T/C 1064.19G 1064.78 1063.65 1063.781065.36T/C 1064.86G 1063.21 1063.43 2.0% 1065 1065 1064.48 1064.57 100-YR=1064.47 1065.35 1065.29T/C 1064.79G 1065.23T/C 1064.73G 1065.29T/C 1064.79G 1065.35 1065.23T/C 1064.73G 1065.29T/C 1064.79G 1065.29T/C 1064.79G 1065.37 1064.70 1064.201064.20 1064.70 1064.85 1064.70 1064.73T/C 1064.23G 1064.73 1065.00 1065.00 1064.92 1064.93 1065.00 1064.75 1064.95 1064.95 1064.50 1064.50 1 0 6 5 1065.00T/C 1064.50G 1066.00T/C 1065.50G 1064.55T/C 1064.05G 1066.07 1065.71 1 0 6 5 10 6 4 1064.44 10 6 5 10 6 5 1059.25T/C AB 1060.93T/C ± EX 1060.43G ± EX 10 6 5 106 6 1066 1066 106 6 1066 100 -YR=1065.93 1065.48 W 1064.90 1065.00 1065.00 1062 1064.92 1064.92 1064 1064.93 1064.92 W 1065.40 1065.40 1065.48 1065.40 1065.50 1065.42 1065.461065.42 1065.42 1065.50 1065.00 1065.40 1065.36T/C 1064.86G W 1064.57T/C 1064.07G 1064.75 1064.75 1064.75 1064.65 1064.75 1064.75 1064.66 1064.66 1064.75 1064.66 1064.75 1064.66 1064.67 1064.75 1064.75 1064.75 1064.63 1064.75 1064.75 1064.65 1064.75 1064.75 1064.71 1064.72 1064.75 1064.75 1064.72 1064.68 1064.67 1064.71 1064.75 1064.75 1064.66 1064.66 1064.72 1064.75 1064.72 1064.75 1064.75 1064.72 1064.67 1064.67 1064.71 1064.75 1064.63 1064.75 1064.75 1064.67 1064.67 1064.75 1064.67 1 0 6 4 1064 1062 106 4 10 6 4 1064 2.5 % ST ST ST 100 -YR=1065.93100 -YR=1065.94 1064.50 100-YR= 1065.99 H Y D 9. 4 % 9. 4 % EX. POND RIP-RAP S 1062.84T/C 1062.34G 1062.84T/C 1062.34G 1062.84T/C 1062.34G 1062.84T/C 1062.34G 1063.20T/C 1062.70G 1064.00G 1063.85G 1064.70 1064.82 1064.67 1064.55 1066.20 1066.05 1064.091064.24 1063.23T/C 1062.73G 1062.94G 1063.73T/C 1063.23G 1063.09T/C 1062.59G 1063.12T/C 1062.62G1062.84T/C 1062.34G 1062.84T/C 1062.34G 1062.84T/C 1062.34G 1062.89T/C 1062.39G 1063.63G 1063.81G 1066 1065 1065 1063 1063 1064 10 6 3 106 4 106 3 1063 1 0 6 2 1061 1063.76G 5 . 4 % 1060.55 1062.00 1063 1063 1062 1063.50 1063.50 1063.50 4. 3 % DD10631063 D ST ST ST ST D S T S T S T S T 100-YR= 1062.59 100-YR= 1062.52 100-YR= 1062.62 100-YR= 1062.55 0. 6 % 0. 8 % 0.5%0.8% 0.5%1.1% 0.6%0.8%0.6%1.0% 1. 0 % 1. 2 % 1.4%0.5% 0.5%0.9% 0.7% 3.4% 4. 3 % 3 . 1 % 1. 5 % 1064 100-YR=1064.44 1064.50T/C 1064.00G 1064.62 10 6 4 1067 1066.03G 1066.16G 1066.61 1066.49T/C 1065.99G 1066.06G 1066.18G1066.68 1066.56T/C 1066.06G 1066.38G 1066.89T/C 1066.39G1066.60G 1066.41G 2. 0 % 2. 7 % 2. 0 % OVERFLOW ROUTE, TYP. OVERFLOW ROUTE, TYP. 1064.80 1064.79 1064.42 1064.44 1 0 6 2 1054 1050 1063 1060 1 0 6 5 1 0 6 0 1 0 6 6 1 0 6 5 10 6 4 10 6 3 1066 1066.43 S S S S 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. GR A D I N G P L A N C3.1 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N GRAPHIC SCALE 030 15 30 60 GRADING LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION 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. 150.50E/W 150.50B/W 150.50T/W 150.50G 150.50T/C 150.50 150 150 150.50T/S 150.50B/S 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 \ C 3 G R A D I N G . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 4 : 3 6 A M GRADING NOTE: 1.OWNER TO PROVIDE CITY OF WAUKEE WITH CERTIFIED GRADING PLAN PRIOR TO ACCEPTANCE OF IMPROVEMENTS. TE M P O R A R Y T U R N A R O U N D E A S E M E N T 15 6 12 15 10 W 6" 10 14 10 6 14 S S SA N SA N SA N SA N D D 1066 1067 1068 2. 0 % 2. 0 % FUTURE BUILDING #4 (3 STORIES) 24-PLEX 9,060 SF FFE = 1067.75 FUTURE BUILDING #5 (3 STORIES) 30-PLEX 9,060 SF FFE = 1067.75 FUTURE BUILDING #6 (3 STORIES) 24-PLEX 9,060 SF FFE = 1067.75 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 W8" W8" W8" ST ST ST ST ST ST ST SA N 8" SA N 8" HY D H Y D H Y D HY D HY D WV 10 6 6 10 6 5 1065 1063 1064 1 0 6 6 1066 106610661066 10 6 5 1 0 6 6 1 0 6 7 106 7 1065 1064 1063 1062 106 7 10 6 7 10 6 6 10 6 5 10 6 4 10 6 3 1064 10 6 5 10 7 0 10 6 5 10 6 4 10 6 4 106 4 10 6 4 1063 10 6 3 1 0 6 5 10 6 4106 5 106 4 106 3 106 2 106 1 10 6 1 10 6 4 10 6 0 10 6 1 10 6 2 1063 1070 1067 106 6 1 0 7 0 10 7 1 10 7 2 10 7 3 10701071 1065 1 0 6 5 1064 1 0 6 9 1 0 6 3 10 6 2 10 6 1 10 6 1 1 0 6 2 1 0 6 4 106 4 106 3 1 0 6 3 1 0 6 6 1 0 6 7 10 6 8 1068 10 6 8 1068 1 0 7 0 1 0 6 9 1065 4. 9 % 5 . 2 % 6. 3 % 7 . 8 % 4. 3 % 5 . 0 % 4.3 % W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" W W W W W W W W W W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W8" W8" W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" WV WV WV 1065 1065 1065 106610661066 1068 1067 1066 1066 1065 1066 1065 1066 1066 106 4 106 5 1 0 6 4 1059 1060 1061 1063 1059 1060 1061 1063 1066 1065 1064 10 6 7 106 5106 6 106 7 1066 1065 1066 10 6 7 10 6 6 10 6 5 1 0 6 4 H Y D 100 -YR=1064.60100-YR=1064.60100-YR=1064.60 1063.691063.93 1064.00T/C 1063.50G 1063.75T/C 1063.25G 1063.33T/C 1062.83G 1062.84T/C 1062.34G 1063.75T/C 1063.25G 1063.75T/C 1063.25G 1063.47T/C 1062.97G 1063.23T/C 1062.73G 1063.23T/C 1062.73G 1063.73T/C 1063.23G 1064.11T/C 1063.61G 1063.73T/C 1063.23G 1063.82T/C 1063.32G 1064.05T/C 1063.55G 1064.65T/C 1064.15G 1062.84T/C 1062.34G 1064.55T/C 1064.05G 1063.33T/C 1062.83G 1062.84T/C 1062.34G 1064.45T/C 1063.95G 1064.39T/C 1063.89G 1063.80T/C 1063.30G 1063.68T/C 1063.18G 1062.84T/C 1062.34G 1063.75T/C 1063.25G 1063.75T/C 1063.25G1063.71T/C 1063.21G 1063.51T/C 1063.01G 1063.32T/C 1062.82G 1062.84T/C 1062.34G 1062.98T/C 1062.48G 1065.77T/C 1065.27G 1065.01G 1066.69T/C 1066.19G 1065.99G 1066.78T/C 1066.28G 1066.14G 1065.62T/C 1065.12G 1064.93G 1065.02T/C 1064.52G 1063.94T/C 1063.44G 1064.94T/C 1064.44G 1063.71T/C 1063.21G 1065.85T/C 1065.35G 1062.95T/C 1062.45G 1063.09T/C 1062.59G 1065.85T/C 1065.35G 1065.97 1066.31G 1066.40G 1066.43 1066.52 1066.60 1066.48T/C 1065.98G 1066.90T/C 1066.40G 1063.61 1064.27 1066.03 1065.40 1066.20 1065.80 1067.19T/C 1066.69G 1067.22 1067.22 1067.25 1067.22 1067.25 1067.22 1065.711065.71 1066.01 1065.71 1065.93 1057.75T/C 1057.25G 1057.75T/C 1057.25G 1067.38T/C 1066.88G 1067.38T/C 1066.88G 1066.90T/C 1066.40G 1066.69T/C 1066.19G 1066.84T/C 1066.34G 1057.79B/W 1066.32G 1066.71T/C 1066.21G 1066.79 1066.28 1066.85T/C 1066.35G 1066.97 1066.75T/C 1066.25G 1066.83 1066.91T/C 1066.41G 1066.99 1066.91T/C 1066.41G 1066.99 1067.17 1067.25 1067.25 1067.21 1067.17 1066.87 1066.45 1067.00 1067.00 1066.21 1067.00 1067.00 1063.89T/C 1063.39G 1063.68T/C 1063.18G 1065.07T/C 1067.02 1067.02 1067.17 1067.25 1067.17 1067.25 1067.02 1066.12 1065.33T/C 1064.83G 1065.45 1065.48T/C 1064.98G 1065.60 1066.96T/C 1066.46G 1067.08 1066.96T/C 1066.46G 1067.08 1067.20 1067.20 1067.25 1067.25 1066.63T/C 1066.13G 1066.70 1066.46T/C 1065.96G 1065.91G 1066.49T/C 1065.99G1066.36T/C 1065.86G 1066.48 1066.16G 1066.53T/C 1066.03G 1066.65 1066.53T/C 1066.03G 1066.65 1067.17 1067.25 1067.17 1067.25 1066.66T/C 1066.16G 1066.78 1066.36T/C 1065.86G 1066.48 1066.65T/C 1066.15G 1066.77 1066.81 1067.00 1066.74 1066.50 1066.75 1066.59 1066.47T/C 1065.97G 1057.75T/C 1057.25G 1057.75T/C 1057.25G 1066.75T/W 1063.60T/W 1063.40T/C 1062.90G 1063.60B/W 1064.51 1065.64 1065.70 1064.51 1065.70 1064.50 1065.65 1066.60T/C 1066.10G 1064.48T/C 1064.48T/C 1066.25 1065.75 1066.25 1065.75 1066.25 1065.75 1066.25 1065.75 1066.25 1065.75 1066.25 1065.75 1063.40T/C 1062.90G 1063.60B/W 1063.60T/W 1057.79B/W 1066.21T/W 1066.45 1066.21 1058.53B/W1066.29T/W 1063.54T/W 1063.40T/C 1062.90G 1063.54B/W 1063.40T/C 1062.90G 1063.54B/W 1063.54T/W 1058.53B/W 1066.79T/W 1066.71 1066.83 1066.58T/C 1066.08G 1066.70 1066.23T/C 1065.73G 1066.51 1066.41T/C 1065.91G 1066.46 1066.41T/C 1065.91G 1066.53 1066.20T/C 1065.70G 1066.18T/C 1065.68G 1066.23T/C 1065.73G 1065.82 1066.85T/C 1066.35G 1066.85T/C 1066.35G 1066.71T/C 1066.21G 1066.75T/C 1066.25G 1066.25 1066.21 1066.09 1066.03 1066.33 1066.37 1066.79 1066.87 1066.93 1066.97 1067.17 1067.25 1067.25 1067.17 1066.58T/C 1066.08G 1066.08 1066.67T/C 1066.17G 1065.53T/C 1065.03G 1065.65 1065.58T/C 1065.08G 1065.70 1066.75 1064.19T/C 1063.69G 1064.29T/C 1063.79G 1064.11 1064.21 1064.33 1064.41 1065.01T/C 1064.51G 1065.02T/C 1064.52G 1066.01 1066.10 1063.19 1067.63 1067.58 1067.37T/C 1066.87G 1065.63 1064.54 1066.75 1067.21 1067.20 1066.82 1066.24G 1066.47 1066.82T/C 1066.32G 1066.07G 1064.13 1063.04 10 6 6 1 0 6 6 FUTURE ALLURE BUILDING (4-STORIES) FFE = 1067.25 (UNDERGROUND PARKING) 1065.00T/C 1064.50G 1066.00T/C 1065.50G 1064.55T/C 1066.07 1065.71 1 0 6 5 10 6 5 10 6 5 106 6 1066 1066 106 6 1066 100 -YR=1065.93 FUTURE 9 CAR GARAGE FU T U R E 9 C A R G A R A G E FU T U R E 9 C A R G A R A G E FU T U R E 9 C A R G A R A G E FU T U R E 9 C A R G A R A G E PH A S E 3 7 C A R G A R A G E 10 8 10 8 1067 10 6 7 1068 1068 1067 106 7 ST ST ST 100 -YR=1065.93100 -YR=1065.94 100-YR= 1064.46 1064.50 100-YR= 1065.63 100-YR= 1065.99 HY D 9. 4 % 9. 4 % S 1062.84T/C 1062.34G 1062.84T/C 1062.34G 1062.84T/C 1062.34G 1062.84T/C 1062.34G 1063.20T/C 1062.70G 1064.00G 1063.85G 1064.70 1064.82 1064.67 1064.55 1066.20 1066.05 1064.091064.24 1063.23T/C 1062.73G 1062.94G 1063.73T/C 1063.23G 1063.09T/C 1062.59G 1063.12T/C 1062.62G1062.84T/C 1062.34G 1062.84T/C 1062.34G 1062.84T/C 1062.34G 1063.63G 1063.81G 1063.25 1059.17 1066 1065 1065 1063 1063 1064 10 6 3 106 4 106 4 106 3 1063 1061 1063.76G 5 . 4 % 1060.55 1062.00 1063 1063 1062 1063.50 1063.50 1063.50 4. 3 % DD10631063 D ST ST ST ST D S T S T S T S T 100-YR= 1062.59 100-YR= 1062.52 100-YR= 1062.62 100-YR= 1062.55 1067 1066.03G 1066.16G 1066.61 1066.49T/C 1065.99G 1066.06G 1066.18G1066.68 1066.56T/C 1066.06G 1066.38G 1066.89T/C 1066.39G1066.60G 1066.41G 2. 0 % 2. 7 % 2. 0 % 1 0 6 5 10 6 6 1066 1 0 6 6 106 7 2.0% 2.5 % 106410 6 3 1063 1066 1065 1065 1066 1066.43 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 3 G R A D I N G . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 4 : 5 9 A M 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. GRAPHIC SCALE 030 15 30 60 GRADING LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION 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. 150.50E/W 150.50B/W 150.50T/W 150.50G 150.50T/C 150.50 150 150 150.50T/S 150.50B/S GRADING NOTE: 1.OWNER TO PROVIDE CITY OF WAUKEE WITH CERTIFIED GRADING PLAN PRIOR TO ACCEPTANCE OF IMPROVEMENTS. 28 + 0 0 29 + 0 0 30 + 0 0 S S H Y D D DE T E N T I O N E A S E M E N T D D H YD CO 1 0 ' P U E WV D 1066 1067 1068 D BUILDING #2 30-PLEX (3-STORIES) 8,980 SF FFE=1065.50 9 CAR GARAGE FFE=1065.00 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 9 CAR GARAGE FFE=1064.75 W W W W W W W W W W W W H Y D HY D HY D 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 10 6 4 1 0 6 4 1 0 6 4 10 6 3 1 0 6 3 106610661066 1 0 6 5 1 0 6 9 106 7106 8 10 6 5 1066 1 0 6 6 1 0 6 7 10 6 8 1068 10 6 8 1068 1 0 6 9 1 0 7 0 W W W 8" W 8" W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" WV 1060 10 6 0 WV 2.8% 2.0% 2. 0 % 197 . 5 9 ' S53 ° 0 3 ' 0 6 " E 286.1 5 ' N17°5 2 ' 1 7 " E 8 6 . 7 0 ' N 5 4 ° 4 3 ' 1 6 " E PROPOSED TEMPORARY GRADING EASEMENT WV WV 1065 1065 1065 106610661066 1068 1067 1066 10 6 7 10 6 6 10 6 5 1 0 6 4 1 0 6 2 1 0 6 1 1064 1066 1 0 6 1 100 -YR=1064.60100-YR=1064.60100-YR=1064.60 2. 1 % 2. 1 % 2. 1 % EX. 25' LANDSCAPE BUFFER EASEMENT (TEMP. GRADING SHOWN, WILL BE REGRADED WITH FUTURE DEVELOPMENT TO OBTAIN MIN. 2% SLOPE IN ALL AREAS) 1064 1063 100-YR= 1062.87 1066.92 1065.80 1067.19T/C 1066.69G 1065.711065.71 1066.01 1065.71 1065.93 1066.69T/C 1066.19G 1066.84T/C 1066.34G 1066.32G 1066.71T/C 1066.21G 1066.79 1066.75T/C 1066.25G 1066.83 1066.91T/C 1066.41G 1066.99 1066.91T/C 1066.41G 1066.99 1067.17 1067.25 1067.25 1067.21 1067.17 1066.87 1064.05 1062.74 1066.96T/C 1066.46G 1067.08 1066.96T/C 1066.46G 1067.08 1067.20 1067.20 1067.25 1067.25 1066.63T/C 1066.13G 1066.70 1066.46T/C 1065.96G 1065.91G 1066.49T/C 1065.99G1066.36T/C 1065.86G 1066.48 1066.16G 1066.53T/C 1066.03G 1066.65 1066.53T/C 1066.03G 1066.65 1067.17 1067.25 1067.17 1067.25 1066.66T/C 1066.16G 1066.78 1066.36T/C 1065.86G 1066.48 1066.65T/C 1066.15G 1066.77 1066.81 1067.00 1066.74 1066.50 1066.75 1066.59 1066.47T/C 1065.97G 1064.20 1064.48 1064.20 1064.35 1064.23 1064.51 1065.64 1065.70 1064.51 1065.70 1064.50 1065.65 1065.82 1065.00G 1064.67G 1064.59G1066.60T/C 1066.10G 1065.79T/C 1065.29G 1065.06 1064.75G1064.75G1064.75G1065.00G1065.00G1065.00G 1064.311064.31 1064.311064.31 1064.92G 1065.20T/C1065.321064.751065.021065.021064.56T/C 1065.14 1065.19T/C 1064.69G 1064.37G 1064.39G 1065.06T/C 1064.56G1065.10T/C 1064.60G 1065.23T/C 1064.73G 1065.16T/C 1064.66G 1065.25T/C 1064.75G 1064.46 1064.50 1064.55 1064.60 1064.66G 1064.75G 1064.781064.87 1065.281065.37 1065.41 1065.411065.41 1065.41 1066.25 1065.75 1066.25 1065.75 1066.25 1065.75 1066.25 1065.75 1066.25 1065.75 1066.25 1065.75 1064.00G 1064.72T/C 1064.22G 1064.05G 1064.42G1064.33G 1064.70 1064.58 1064.49 1065.02T/C 1064.52G 1062.69T/C 1062.19G 1062.37T/C 1061.87G 1062.32T/C 1061.82G 1062.28T/C 1061.78G 1062.20T/C ± EX 1061.70G ± EX 1061.94T/C 1061.44G 1061.19T/C 1060.69G 1059.80 ± EX 1060.83 ± EX 1066.01 1067.63 1067.58 1060.84 1060.41 1067.37T/C 1066.87G 1065.23T/C 1064.73G 1065.25T/C 1064.75G 1067.21 1067.20 1065.35 1065.40 1065.40 1065.42 1065.50 1065.42 1065.50 1065.40 1065.00 1065.40 1065.42 1065.50 1065.50 1065.50 1065.501065.42 1065.50 1065.50 1065.461065.50 1065.50 1065.501065.50 1065.50 1065.40 1065.40 1065.50 1065.401065.40 1065.50 1065.50 1065.31 1065.15 1065.03T/C 1064.53G 1065.19 1064.83 1064.71T/C 1064.21G 1064.62 1063.40 1063.32 1061.91 1061.86 1061.83 1061.78 1062.49 1062.41 1061.60G 1061.59G 1062.78T/C ±EX 1066.82 1066.24G 1066.47 1066.82T/C 1066.32G 1066.07G 1064.61 1064.81 1064.58 1065.14T/C 1064.64G 1060.40G 1060.34G 1 0 6 5 10 6 2 10 6 4 10 6 6 4.0% 1059.25 1059.17 1058.63T/C ±EX 4.0% 1059.811059.89 4.0% 10 6 3 1064 2 . 0 % 1.5% 1.5% 1.5% 10 6 1 10 6 2 1 0 6 3 106 3 10 6 2 1059.32T/C ± EX 1058.82G ± EX 1064.66T/C 1064.75 2.6 % 10 6 4 10 6 5 2.3% 1064.69T/C 1064.19G 1064.78 1063.65 1063.781065.36T/C 1064.86G 1065 1065 1064.48 1064.57 100-YR=1064.47 1065.35 1065.29T/C 1064.79G 1065.23T/C 1064.73G 1065.29T/C 1064.79G 1065.35 1065.23T/C 1064.73G 1065.29T/C 1064.79G 1065.29T/C 1064.79G 1065.37 1064.44 10 6 5 106 6 1066 1066 106 6 1066 100 -YR=1065.93 1065.48 W 1065.40 1065.40 1065.48 1065.40 1065.50 1065.42 1065.461065.42 1065.42 1065.50 1065.00 1065.40 1065.36T/C 1064.86G W 1064.75 1064.65 1064.63 1064.75 1064.75 1064.67 1064.67 1064 2.5 % ST ST ST 100 -YR=1065.93100 -YR=1065.94 100-YR= 1065.99 HY D 0.6%0.8%0.6%1.0% 1. 0 % 1. 2 % 0.7% 3.4% 100-YR=1064.44 1067 1066.03G 1066.16G 1066.61 1066.49T/C 1065.99G 1066.06G 1066.18G1066.68 1066.56T/C 1066.06G 1066.38G 1066.89T/C 1066.39G1066.60G 1066.41G 2. 0 % 2. 7 % 2. 0 % OVERFLOW ROUTE, TYP. 1064.80 1064.79 1064.42 1064.44 1066 1066.43 EL E C H Y D WV WV H Y D II II II II II II II W16"W16" W16"W16"W16"W16"W16"W16"W16"W16" W 16" W 16" W 16" EX W I R E F E N C E TE L E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E98TH ST/SE WACO PL WW W SO F/ O ST18" 18 " F/O F/O O/ E O/ E O / E W S O 10 5 1 . 9 9 WS O S S 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 3 G R A D I N G . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 5 : 1 9 A M 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. GRAPHIC SCALE 030 15 30 60 GRADING LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION 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. 150.50E/W 150.50B/W 150.50T/W 150.50G 150.50T/C 150.50 150 150 150.50T/S 150.50B/S GRADING NOTE: 1.OWNER TO PROVIDE CITY OF WAUKEE WITH CERTIFIED GRADING PLAN PRIOR TO ACCEPTANCE OF IMPROVEMENTS. DE T E N T I O N E A S E M E N T SA N SA N SA N SA N SA N SA N BUILDING #1 24-PLEX (3-STORIES) 8,980 SF FFE=1065.00 W W W W W W W W W W W W W W W W W SANSAN H Y D HY D WV 1065 W W W W W W W 1064.08 1064.08 1064.201064.20 1064.70 1064.58T/C 1064.08G 1064.58T/C 1064.08G 1064.701064.911064.91 1064.79T/C 1064.29G 1064.79T/C 1064.29G 1063.851063.881063.90 1063.83 1. 0 % 1. 1 % 1. 3 % 1. 4 % 0.2%0.3%0.3% 0.0%0.0%0.0% 1. 5 % 1. 5 % 1. 5 % 1. 5 % 0.0%5.5%5.6% 5.6%5.6% 0.8% 0.8% 1. 5 % 1. 5 % 0.0% 0.0% 1067.25 1067.25 1067.17 1067.17 1067.02 1067.02 1066.90T/C 1066.90T/C 1066.40G1067.02 1066.52 1066.40 1066.31 1066.43 1066.60 1066.48T/C 1065.98G 1066.08 1065.99 1066.07 1.5% 1.5% 1.5% 1.5% 5. 0 % 0. 0 % 5. 1 % 1. 0 % 1. 0 % 0. 0 % 1.8% 1.8% 1.8% 0. 1 % 1. 0 % 3 . 3 % 1. 8 % 1. 7 % 1.5% 1.5% 3.0% 3.0% 106 5 1064.08G 1064.18G 1064.64T/C 1064.57 1064.47 1064.73 1064.791064.67T/C 4. 9 % 4. 9 % 1.2% 1.2% 0. 6 % 2. 5 % 0. 7 % 1.2% 1.5% 0. 5 % 1.5% 0. 0 % 0. 0 % 1 0 6 6 1064.79T/C 1064.29G 1064.79T/C 1064.29G 1. 5 % 1. 5 % 1064.911064.91 2.0% 1 0 6 5 4.2%4.5% 4.2%4.9%1064.36 1063.99 1063.991064.36T/C 1063.86G 1063.59 1063.63 0. 0 % 0. 0 % 0. 5 % W W W W 1064 106 4 1064 D 9 CAR GARAGE FFE=1065.00 9 CAR GARAGE FFE=1064.75 W W W W W W W W W W W W W W W W W HY D W W W W W W W WV WV 1064.461064.501064.55 1065.16T/C 1064.66G 1064.66G 1064.75G 1065.25T/C 1064.75G 1064.60 1064.781064.871065.37 1065.28 1065.29T/C 1064.79G 1065.41 1065.25T/C 1064.75G 1065.37 0. 9 % 1. 1 % 0.4%0.5%0.6% 0. 9 % 1. 1 % 0.0% 1.0% 0.0% 1. 5 % 1. 5 % 1. 5 % 1.0%5.5% 5.6%5.6% 1. 5 % 5.6%0.0% 1. 5 % 0.0% 0.9% 0.9% 1. 5 % 1064.67G 1064.59G 1064.77 1064.82 1065.21 1065.14 1. 9 % 2. 0 % 0.6% 1.0% 3. 3 % 4. 6 % 0.9% 1065.311065.19 1. 2 % 1.5% 0. 6 % 1065.02 1065.09 1064.92G 1065.00G 1065.91G 1066.07G 1065.95 1066.34 1066.34 1066.60 1066.52 1066.49T/C 1065.99G1066.47T/C 1065.97G 1066.59 1066.66 3.4% 4.9%4.8% 3.4% 0. 0 % 1. 5 % 1.0% 1. 0 % 1.2% 1.0% 0. 9 % 1. 0 % 1 . 8 % 1.2% 1.0%3.5% 3.7% 1. 0 % 0.7% 1. 5 % 1. 8 % 1066.71 1066.63T/C 1. 0 % 1. 8 % 1.0% 0.4% 1066.56 1. 0 % 1064.39G 1064.35G 1064.751065.20 1064.721065.20 1065.19T/C 1065.35 1065.34 1065.23T/C 1.9% 0.4%4.4%4.4% 4.6%4.6% 0. 4 % 0. 0 % 1. 5 % 1.9%0. 6 % 0. 6 % 0. 6 % 1.5% 1.5% 1 0 6 5 1065.411065.41 1. 5 % 1. 5 % 0.0% 0.0% 1065.29T/C 1064.79G 1065.41 1. 5 % 0.0% 0.0% 1066 0.6% 0.8%0.6%1.0% GR A D I N G P L A N C3.4 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 3 G R A D I N G . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 5 : 4 9 A M BUILDING #1 ADA DETAIL SCALE: 1" = 10' BUILDING #2 ADA DETAIL SCALE: 1" = 10' 40' SANITARY SEWER EASEM W W W W W W W 1063.65 1064.32T/C 1063.82G 1063.57 1063.77 1063.49 1063.73 1063.41 1064.18T/C 1063.68G 1064.40 1063.86 1063.82 1064.27 1064.44T/C 1063.94G 1064.53 0.9% 1.1% 1.3% 1.5% 1.5% 1.5% 1.5% 0. 5 % 5. 1 % 5. 1 % 0. 5 % 0. 5 % 0. 6 % 6. 0 % 1.5% 6. 1 % 1.5% 1. 5 % 1. 5 % 1064.351064.26 1.5% 4. 0 % 4. 5 % 1. 0 % 1064.66 1064.57T/C 1064.07G 1. 0 % S 1 0 + 0 0 1 0 + 1 3 . 4 7 S S A N S A N D 1062 10 6 1 1062.40 1062.32 1062.32 1062.24 1061.94G 1061.82G 1 . 5 % 1 . 0 % 1.5% 1.5% 1 . 0 % 6.3% 6.3% 1062.58G 1062.45G 1062.95 1063.081063.08 1062.96 0.0%6.3% 4.8%0.1% 1 . 5 % 1. 6 % 1061.33 1061.28 1061.36 1061.41 1060.78G 1060.82G 6.2% 6.2% 0 . 8 % 1 . 0 % 1 . 0 % 1.5% 1.5% 1061.27G 1061.19G 1061.77 1061.69 1061.96 1061.88 1.2% 1.2% 1 . 5 % 1 . 5 % 1.4 % 6.2% 6.2% 1062.69 1. 4 % 1061.96 1. 9 % 1.1%2.4% 2.4% 1061.27 1 . 5 % 0.0% 1.4% 1.1% 0.5% 1060.83 1 . 0 % 1061.12 1060.71 ± EX 2 . 9 % 1060.81 1 . 8 % 1060.55 ± EX0.5% 2.9% 0.5% 1 0 6 2 3 . 1 % 1. 5 % 1 0 6 2 S 28 + 0 0 D W W W W W W W W W W W W W HY D EX . 1 0 ' P U E 10 6 3 1 0 6 3 WV 1060 10 6 0 WV 1064.42G1064.33G 1064.581064.49 1064.54 1064.63 1061.83 1061.91 1061.86 1061.78 1061.59G 1061.60G 1060.40G 1060.34G 1060.83 ± EX 1059.17 ± EX 1059.25 ± EX 1060.42 1060.49 1.0% 1.0% 1. 5 % 1. 5 % 3. 2 % 3. 5 % 0.2 % 1. 0 % 1. 0 % 1.2% 1.5% 1059.81 1059.89 1059.28T/C 1058.78G 4.0% 4. 1 % 4. 1 % 1.6% 1. 0 % 1.5% 1.5% 2. 0 % 2. 0 % 1.5% 1. 0 % 1 0 6 4 1 0 6 2 1 0 6 1 1064 1 0 6 1 1059.80 ± EX 1.3%1061.66 3. 2 % 4. 5 % 4. 2 % 1060.41 1.5% 1060.35 1061.49 4.7% 4.0% 4. 1 % 4. 2 % 1062.20T/C 1061.70G 3. 5 % 1064.39G 1064.35G 1064.72 0. 6 % 1.5% 1.5% 1064.05G 1064.00G 1064.34 1064.30 1064.72T/C 1064.61 1064.70 1064.81 1064.70 1064.79 3.8%3.8% 1. 1 % 2.5%3.6% 0. 6 % 0. 5 % 1. 1 % 1. 0 % 1. 1 % 1. 1 % 1. 1 % 1.5% 1.5% 1.5% 106 2 10 6 4 4.0% 4.0% 1064 1.5% 1.5% 106 3 10 6 2 2.5 % 0.7% 3.4% GR A D I N G P L A N C3.5 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 3 G R A D I N G . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 6 : 3 0 A M BUILDING #3 ADA DETAIL SCALE: 1" = 10' WESTERN ACCESS RAMP DETAIL SCALE: 1" = 10' SOUTHERN ACCESS RAMP DETAIL SCALE: 1" = 10' S S S S HYD HYD H Y D D D W V WV WV WV CO COCO HY D HY D WV WV W6" S S S S SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN 4 9 L F 8 " S A N S W R @ S = 1 . 5 0 % 33 8 L F 8 " S A N S W R @ S = 2 . 0 0 % 242LF 8" SAN SWR @ S=1.00% 72LF 8" SAN SWR @ S=1.50% D D D D D 83LF 15" RCP @ S=0.50% 34LF 42" RCP @ S=0.50% 101LF 36" RCP @ S=0.40% 107LF 36" RCP @ S=0.40% 148LF 24" RCP @ S=0.50% 12 7 L F 2 4 " R C P @ S = 0 . 5 0 % 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 % 1 6 8 L F 3 0 " R C P @ S = 0 . 5 0 % 115LF 24" RCP @ S=0.50% 119LF 24" RCP @ S=0.50%153LF 18" 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 % 11 9 L F 1 5 " R C P @ S = 0 . 5 0 % D 70 L F 1 8 " N - 1 2 @ S = 0 . 5 0 % 37L F 1 8 " N - 1 2 @ S = 0 . 5 0 % 56 L F 1 8 " N - 1 2 @ S = 0 . 5 0 % 79 L F 1 8 " N - 1 2 @ S = 0 . 5 0 % BUILDING #1 24-PLEX (3-STORIES) 8,980 SF FFE=1065.00 BUILDING #2 30-PLEX (3-STORIES) 8,980 SF FFE=1065.50 BUILDING #3 30-PLEX (3 STORIES) 8,780 SF FFE=1064.75 120LF 1 5 " 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% 120LF 18" RCP @ S=0.50% 9 CAR GARAGE FFE=1065.00 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 9 CAR GARAGE FFE=1064.75 W W W W W W W W W W W W 22.5° BEND 22.5° BEND 8"x8" TEE W W W W W W 8"x8" TEE 82 5 L F 8 " W A T E R 279LF 8" WATER 45° BEND 8"x6" TEE 6" SAN SERVICE TO BLDG (REF MECH FOR CONT.)42LF 6" SAN SERVICE @ S=10.00% CONNECT TO EX 8" WATER REMOVE & REUSE BLOWOFF HYD. W W W W W 45° BEND 8"x8" TEE 24 1 L F 8 " W A T E R 7LF 8" WATER 45° BEND 63LF 6" WATER 7LF 8" WATER 375LF 8" WATER 22 1 L F 8 " W A T E R 45° BEND 7LF 8" WATER 46LF 8" WATER W8" W8" W8" ST ST ST ST ST ST ST SA N 8" SA N 8" FUTURE WATER SERVICE, SPLIT 4" DOMESTIC & 6" FIRE (REF MECH FOR CONT.) FUTURE 8" SAN SERVICE TO BLDG, UNDERGROUND PARKING GARAGE TO ALSO CONNECT TO SERVICE (COORD. W/ MECH.) HYD HYD. ASSEMBLY 8"x6" TEE HY D HYD. ASSEMBLY 8"x6" TEE HY D H Y D HY D H Y D HYD. ASSEMBLY H Y D HYD. ASSEMBLY 8"x6" TEE HY D HYD. ASSEMBLY WV TRANSFORMER (REF. ELEC.) SE GLACIER TRAIL S E P L E A S A N T V I E W D R I V E EX 15" FES RIM = 1057.53 FL(S) = 1056.00 74LF 1 5 " R C P @ S = 0 . 5 0 % EX MOD. SW-506 INTAKE RIM = 1060.06 FL(S)=1055.69 FL(N)=1055.63 FL(W)=1055.25 REMOVE EX SW-501 CASTING & REPLACE W/ A DRIVEWAY GRATE RIM = 1060.79± EX FL(S) = 1050.62± EX EX . 1 2 " W A T E R M A I N EX. 8" WATER SERV I C E 6" SAN SERVICE TO BLDG (REF MECH FOR CONT.) 29LF 6" SAN SERVICE (MIN 2% SLOPE) 6" SAN SERVICE TO BLDG (REF MECH FOR CONT.) 39LF 6" SAN SERVICE @ S=2.00% W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" W W W W W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" WV WV 36LF 6" WATER BOT. STORM=1058.5 TOP WATER=1056.5 (MIN. 18" CLEARANCE) BOT. STORM=1057.9 TOP WATER=1056.0 (MIN. 18" CLEARANCE) BOT. STORM = 1059.5 TOP WATER=1057.5 (MIN. 18" CLEARANCE) BOT. STORM=1056.2 TOP SAN=1043.2 BOT. STORM=1057.5 TOP SAN=1051.8 WV BOT. STORM=1056.9 TOP SAN=1053.9 WV WV BOT. WATER=1055.7 TOP SAN=1047.2 (MIN. 18" CLEARANCE) BOT. STORM=1059.0 TOP WATER=1057.0 (MIN. 18" CLEARANCE) BOT. STORM=1058.4 TOP WATER=1056.4 (MIN. 18" CLEARANCE) BOT. SAN=1053.3 TOP WATER=1051.3 (MIN. 18" CLEARANCE) BOT. STORM=1056.6 TOP SAN=1050.4 BOT. STORM=1056.2 TOP WATER=1054.2 (MIN. 18" CLEARANCE) BOT. STORM=1056.4 TOP WATER=1054.2 (MIN. 18" CLEARANCE) BOTTOM STORM=1057.0 TOP WATER=1055.0 (MIN. 18" CLEARANCE) SPRINKLER ROOM LIGHT POLE (BY OTHERS) LIGHT POLE (BY OTHERS) LIGHT POLE (BY OTHERS) EX. 15" STORM EX . 1 5 " S T O R M E X . 1 5 " S T O R M EX . 1 5 " S T O R M E X . 1 5 " S T O R M EX SW-505 EX SW-505 EX. 8" SAN SEWER EX . 8 " S A N S E W E R EX . 8 " S A N S E W E R TRANSFORMER (REF. ELEC.) TRANSFORMER (REF. ELEC.) TRANSFORMER (SIZE TBD) TRANSFORMER (SIZE TBD) HY D INSTALL BLOWOFF HYD. RISER ROOM 18 CAR GARAGE FFE=1064.00 10 CAR GARAGE FFE=1064.00 RAISE EX. SAN MH RIM=1066.92 RAISE EX. SAN MH RIM=1061.09 SPLIT 4" DOMESTIC & 6" FIRE (REF. DETAIL 7/C6.1) (REF MECH FOR CONT.) ADJUST EX. SAN MH RIM TO FG FUTURE ALLURE BUILDING (4-STORIES) FFE = 1067.25 (UNDERGROUND PARKING) 18"STORM CONNECTION LOT 5 KETTLESTONE PEAK 15.23 AC STRUCTURE #2 48" SW-301 MANHOLE RIM=1064.33 INV(W)=1048.68 INV(S)=1050.58 EX STRUCTURE #12 48" SW-301 MANHOLE RIM=1062.03 INV(NE)=1041.07 INV(S)=1040.97 ± EX INV(N)=1041.07 ± EX STRUCTURE #3 48" SW-301 MANHOLE RIM=1063.74 INV(N)=1053.00 STRUCTURE #1 48" SW-301 MANHOLE RIM=1063.03 INV(SW)=1041.81 INV(E)=1041.91 INV(N)=1041.91 STORM #11 48" SW-502 INTAKE W/ FLAT GR. RIM=1064.24 FL(W)=1058.47 FL(N)=1058.47 FL(S)=1058.37 STORM #12 SW-511 INTAKE RIM=1064.20 FL(S)=1058.88 FL(N)=1058.98STORM #18 SW-511 INTAKE RIM=1065.71 FL(S)=1060.47 FL(N)=1060.57 STORM #16 48" SW-502 INTAKE W/ FLAT GRATE RIM=1065.71 FL(S)=1059.08 FL(N)=1059.18 STORM #25 SW-511 RIM=1065.40 FL(W)=1059.90 FL(E)=1060.00 FL(N)=1060.00 STORM #4 MODIFIED SW-506 T/C=1063.50 FL(E)=1056.33 FL(SW)=1056.23 FL(NE)=1056.33 STORM #9 48" SW-502 INTAKE W/ FLAT GRATE RIM=1063.31 FL(E)=1057.08 FL(W)=1056.98 FL(N)=1057.08 STORM #16A 48" SW-401 MANHOLE RIM=1065.82 FL(W)=1058.40 FL(N)=1058.50 STORM #23 MOD. SW-506 INTAKE T/C=1063.16 FL(S)=1058.33 FL(N)=1058.43 FL(E)=1058.43 STORM #21 MODIFIED SW-506 T/C=1061.85 FL(S)=1056.17 FL(NW)=1056.27 FL(E)=1056.27 STORM #22 MOD. SW-506 INTAKE T/C=1062.84 FL(SE)=1056.67 FL(N)=1056.77 STORM #21A 42" FES FL(N)=1056.00 STORM #4A 36" FES FL(NE)=1056.00 STORM #20 SW-505 T/C=1064.73 FL(W)=1057.10 FL(E)=1057.20 STORM #6 SW-511 INTAKE RIM=1063.46 FL(S)=1057.40 STORM #5 SW-511 INTAKE RIM=1063.48 FL(SW)=1056.82 FL(N)=1056.92 STORM #10A 60" SW-401 MH RIM=1065.08 FL(N)=1057.84 FL(W)=1057.74 FL(SW)=1059.74 STORM #8 SW-511 INTAKE RIM=1063.32 FL(S)=1058.09 STORM #7 SW-511 INTAKE RIM=1063.48 FL(S)=1057.51 FL(N)=1057.61 STORM #10 24" NYLOPLAST BASIN W/ BEEHIVE GR. RIM=1062.74 FL(NE)=1060.09 STORM #1B 18" FES FL(SE)=1056.00 STORM #1A 24" NYLOPLAST BASIN W/ SOLID LID RIM=1062.70 FL(NW)=1056.18 FL(E)=1056.28 STORM #1 24" NYLOPLAST BASIN W/ BEEHIVE GR. RIM=1063.26 FL(W)=1056.56 FL(E)=1056.66 STORM #2 24" NYLOPLAST BASIN W/ BEEHIVE GR. RIM=1063.26 FL(W)=1057.06 STORM #13A 24" NYLOPLAST BASIN W/ SOLID LID RIM=1065.65 FL(S)=1059.58 FL(N)=1059.68 STORM #13 24" NYLOPLAST BASIN W/ BEEHIVE GR. RIM=1064.50 FL(S)=1059.95 FL(N)=1060.05 STORM #14 24" NYLOPLAST BASIN RIM=1064.50 FL(S)=1060.65 FL(N)=1060.75 STORM #15 24" NYLOPLAST BASIN W/ BEEHIVE GR. RIM=1064.50 FL(S)=1061.35 STORM #17 48" SW-502 INTAKE W/ FLAT GRATE RIM=1065.71 FL(S)=1059.77 FL(N)=1059.87 CONNECT DOWNSPOUTS TO 6" HDPE ROOF DRAIN FL=1061.50 (FIELD VERIFY) DOWNSPOUT, TYP. (REF. ARCH) BOT. STORM=1058.5 TOP WATER=1056.5 (MIN. 18" CLEARANCE) FL(6")=1059.00 DOWNSPOUT, TYP. (REF. ARCH) DOWNSPOUT, TYP. (REF. ARCH) 56LF 18" RCP @ S=0.50% W BOT. STORM=1056.3 TOP WATER=1054.2 (MIN. 18" CLEARANCE) RISER ROOM SPLIT 4" DOMESTIC & 6" FIRE (REF. DETAIL 7/C6.1) (REF MECH FOR CONT.) W 8"x6" TEE62LF 6" WATER BOT. STORM=1057.2 TOP WATER=1055.2 (MIN. 18" CLEARANCE) FDC FDC RISER ROOM FDC SPLIT 4" DOMESTIC & 6" FIRE (REF. DETAIL 7/C6.1) (REF MECH FOR CONT.) W 8"x6" TEE 65LF 6" WATERST ST ST 18" STORM CONNECTION HY D INSTALL BLOWOFF HYD. S STRUCTURE #4 48" SW-301 MANHOLE RIM=1052.11 INV(S)=1043.00 INV(N)=1043.10 383LF 8" SAN SWR @ S=1.50% D STRUCTURE #22A MOD. SW-506 INTAKE T/C=1062.84 FL(S)=1057.20 FL(N)=1057.30 D 144LF 36" RCP @ S=0.40% 90LF 36" RCP @ S=0.40% STRUCTURE #22B MOD. SW-506 INTAKE T/C=1062.84 FL(S)=1057.87 FL(N)=1057.97 BOT. STORM=1056.3 TOP SAN=1043.2 D ST ST ST S T D S T S T S T S T FUTURE TRENCH DRAIN TO BE PUMPED TO STORM SEWER (REF. MECH) FUTURE TRENCH DRAIN TO BE PUMPED TO STORM SEWER (REF. MECH) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE)(FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (F U T U R E ) (FUTURE) (F U T U R E ) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE)(FUTURE) (FUTURE)(FUTURE) (F U T U R E ) (F U T U R E ) (F U T U R E ) (FUTURE) S EX SAN MH RIM=1063.46 S EX SAN MH RIM=1061.03 S EX SAN MH RIM=1060.06 INV(N)=1035.81 INV(W)=1035.11 INV(E)=1035.06 S EX S A N M H RI M = 1 0 6 3 . 5 6 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.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP. 6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP. 7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP. 8.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. 9.ALL MECHANICAL UNITS ARE REQUIRED TO SCREENED FROM PUBLIC VIEW. 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 4 U T I L I T Y . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 7 : 0 2 A M TE M P O R A R Y T U R N A R O U N D E A S E M E N T 15 6 12 15 10 W6" 10 14 10 6 14 S S SA N SA N SA N SA N SA N 4 9 L F 8 " S A N S W R @ S = 1 . 5 0 % 33 8 L F 8 " S A N S W R @ S = 2 . 0 0 % 72LF 8" SAN SWR @ S=1.50% D D 107LF 36" RCP @ S=0.40% 148LF 24" RCP @ S=0.50% 12 7 L F 2 4 " R C P @ S = 0 . 5 0 % 115LF 24" RCP 119LF 24" RCP @ S=0.50%153LF 18" RCP @ S=0.50% 11 9 L F 1 5 " R C P @ S = 0 . 5 0 % FUTURE BUILDING #4 (3 STORIES) 24-PLEX 9,060 SF FFE = 1067.75 FUTURE BUILDING #5 (3 STORIES) 30-PLEX 9,060 SF FFE = 1067.75 FUTURE BUILDING #6 (3 STORIES) 24-PLEX 9,060 SF FFE = 1067.75 120LF 1 5 " 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% 120LF 18" RCP @ S=0.50% FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 FUTURE 9 CAR GARAGE FFE=1066.25 22.5° BEND 22.5° BEND 8"x8" TEE 82 5 L F 8 " W A T E R 45° BEND 46LF 8" WATER W8" W8" W8" ST ST ST ST ST ST ST SA N 8" SA N 8" FUTURE WATER SERVICE, SPLIT 4" DOMESTIC & 6" FIRE (REF MECH FOR CONT.) FUTURE 8" SAN SERVICE TO BLDG, UNDERGROUND PARKING GARAGE TO ALSO CONNECT TO SERVICE (COORD. W/ MECH.) HY D H Y D H Y D HY D H Y D WV W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W8" W W W W W W W W W W 8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8"W8"W8"W8"W8"W8"W8"W8"W8"W8" WV BOT. STORM=1058.5 TOP WATER=1056.5 (MIN. 18" CLEARANCE) BOT. STORM=1056.2 TOP SAN=1043.2 WV WV BOT. WATER=1055.7 TOP SAN=1047.2 (MIN. 18" CLEARANCE) BOT. STORM=1059.0 TOP WATER=1057.0 (MIN. 18" CLEARANCE) BOT. STORM=1058.4 TOP WATER=1056.4 (MIN. 18" CLEARANCE) SPRINKLER ROOM 25LF 15" RCP @ S=0.50% 27LF 18" RCP @ S=0.50% TRANSFORMER (SIZE TBD) TRANSFORMER (SIZE TBD) HY D INSTALL BLOWOFF HYD. FUTURE ALLURE BUILDING (4-STORIES) FFE = 1067.25 (UNDERGROUND PARKING) 18"STORM CONNECTION LOT 5 KETTLESTONE PEAK 15.23 AC STRUCTURE #5 48" SW-301 MANHOLE RIM=1063.99 INV(S)=1048.84 STORM #18 SW-511 INTAKE RIM=1065.71 FL(S)=1060.47 FL(N)=1060.57 STORM #16 48" SW-502 INTAKE W/ FLAT GRATE RIM=1065.71 FL(S)=1059.08 FL(N)=1059.18 STORM #25 SW-511 RIM=1065.40 FL(W)=1059.90 FL(E)=1060.00 FL(N)=1060.00 STORM #24 48" SW-502 INTAKE W/ FLAT GRATE RIM=1064.27 FL(W)=1059.17 FL(E)=1059.26 FL(N)=1059.27 STORM #23 MOD. SW-506 INTAKE T/C=1063.16 FL(S)=1058.33 FL(N)=1058.43 FL(E)=1058.43 STORM #22 MOD. SW-506 INTAKE T/C=1062.84 FL(SE)=1056.67 FL(N)=1056.77 STORM #13A 24" NYLOPLAST BASIN W/ SOLID LID RIM=1065.65 FL(S)=1059.58 FL(N)=1059.68 STORM #13 24" NYLOPLAST BASIN W/ BEEHIVE GR. RIM=1064.50 FL(S)=1059.95 FL(N)=1060.05 STORM #14 24" NYLOPLAST BASIN RIM=1064.50 FL(S)=1060.65 FL(N)=1060.75 STORM #15 24" NYLOPLAST BASIN W/ BEEHIVE GR. RIM=1064.50 FL(S)=1061.35 STORM #17 48" SW-502 INTAKE W/ FLAT GRATE RIM=1065.71 FL(S)=1059.77 FL(N)=1059.87 STORM #26 SW-511 RIM=1065.80 FL(W)=1060.60 STORM #27 TEMP. 24" SW-512 INTAKE W/ TYPE 3 CASTING RIM=1063.25 FL(S)=1058.71 FL(W)=1059.02 FL(N)=1058.81 STRUCTURE #24A TEMP. 24" SW-512 INTAKE W/ TYPE 3 CASTING RIM=1063.04 FL(S)=1059.40 STRUCTURE #28 TEMP. 24" SW-512 INTAKE W/ TYPE 3 CASTING RIM=1064.13 FL(S)=1060.13 56LF 18" RCP @ S=0.50% FUTURE 9 CAR GARAGE FU T U R E 9 C A R G A R A G E FU T U R E 9 C A R G A R A G E FU T U R E 9 C A R G A R A G E FU T U R E 9 C A R G A R A G E PH A S E 3 7 C A R G A R A G E 10 8 10 8 STRUCTURE #19 SW-511 INTAKE RIM=1066.18 FL(S)=1061.33 FL(N)=1061.43 ST ST ST 18" STORM CONNECTION HY D INSTALL BLOWOFF HYD. S STRUCTURE #4 48" SW-301 MANHOLE RIM=1052.11 INV(S)=1043.00 INV(N)=1043.10 383LF 8" SAN SWR @ S=1.50% D STRUCTURE #22A MOD. SW-506 INTAKE T/C=1062.84 FL(S)=1057.20 FL(N)=1057.30 D 144LF 36" RCP @ S=0.40% 90LF 36" RCP @ S=0.40% STRUCTURE #22B MOD. SW-506 INTAKE T/C=1062.84 FL(S)=1057.87 FL(N)=1057.97 BOT. STORM=1056.3 TOP SAN=1043.2 D ST ST ST ST D S T S T S T S T FUTURE TRENCH DRAIN TO BE PUMPED TO STORM SEWER (REF. MECH) FUTURE TRENCH DRAIN TO BE PUMPED TO STORM SEWER (REF. MECH) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE)(FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (F U T U R E ) (FUTURE) (FUTURE) (FUTURE) (F U T U R E ) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE)(FUTURE) (FUTURE)(FUTURE) (F U T U R E ) (F U T U R E ) (F U T U R E ) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) UT I L I T Y P L A N C4.2 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 4 U T I L I T Y . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 7 : 2 1 A M GRAPHIC SCALE 030 15 30 60 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.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP. 6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP. 7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP. 8.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. 9.ALL MECHANICAL UNITS ARE REQUIRED TO SCREENED FROM PUBLIC VIEW. S S S S D D D H Y D H YD H YD HYD H Y D WV WV WV W V WV HYD H Y D II S SS S 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 5 L A N D S C A P E P L A N . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 7 : 5 8 A M GENERAL LANDSCAPE REQUIREMENTS TOTAL AREA (PHASE 1) 478,484 SF TOTAL REQUIRED OPEN SPACE (20%)9,696 SF GENERAL OPEN SPACE REQUIREMENT REQUIRED PROVIDED TOTAL REQUIRED OVERSTORY TREES (1.5 PER 1000 SF)144 154 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/SEED ALL DISTURBED AREAS AND WITHIN THE R.O.W. AND WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD/SEED 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 EDGING SHALL BE DURAEDGE 3/16" STEEL EDGING - COLOR BLACK, OR APPROVED EQUAL.. 15.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS. 16.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH. 14.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). 15.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH/ROCK IS INSTALLED. PLANTING SCHEDULE (PHASE 1 - SHEET C5.2)) SEED: MIX TO BE "SUBDIVISION" BY UNITED SEEDS (OR APPROVED EQUAL). SEED AT A RATE OF 100 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE. OVERSEEDING (IF REQUIRED) TO BE INSTALLED AT 220 LBS PER ACRE. HYDRO MULCH: HYDRO MULCH ALL SEEDED AREAS: WOOD CELLULOSE HYDRAULIC MULCH WITH TACKIFIER SHALL BE APPLIED AT A RATE OF 2,500 LBS PER ACRE. FERTILIZER: FERTILIZE ALL SEED TYPE I AREAS WITH PRODUCT SPECIFIED ABOVE AT RATE OF 250 LBS/ ACRE. ESTABLISHMENT: SATISFACTORY SEEDED LAWN: AT END OF MAINTENANCE PERIOD, A HEALTHY, UNIFORM, CLOSE STAND OF GRASS HAS BEEN ESTABLISHED, FREE OF WEEDS AND SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SQ. FT. (0.92 SQ. M) AND BARE SPOTS NOT EXCEEDING 5 BY 5 INCHES. REESTABLISH LAWNS THAT DO NOT COMPLY WITH REQUIREMENTS AND CONTINUE MAINTENANCE UNTIL LAWNS ARE SATISFACTORY. SEE SHEET C5.2 FOR DETAILED PLANTING PLAN FUTURE PHASE SEE SHEET C5.3 FUTURE PHASE SEE SHEET C5.4 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. S S S S D S S S S SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SA N SA N SA N SA N SA N SA N SA N D D D D W W W W W W W W W W W W W W W W W W W W W W W W W W W W SA N W W W W W W W W H Y D H Y D W HYD HY D H YD WV 1 0 6 2 106 1 10 6 4 1 0 6 3 1 0 6 4 10 6 4 1064 1064 1064 1063 1063 10 6 7 10 6 8 106 5 10 6 6 1067 1066 1064 1065 1045 1050 1055 1060 1 0 4 5 1 0 5 0 1 0 5 5 1 0 6 0 1 0 6 3 1 0 6 2 1 0 6 1 10 4 8 1 0 4 7 1 0 4 6 10 4 9 10 5 0 10 5 5 10 6 0 1 0 6 1 1 0 6 2 1 0 6 3 1069 SA N W W W W W W W W W W W WV 1 0 6 0 1060 WV 1 0 6 0 1 0 6 3 1 0 6 2 1 0 6 1 WV 1064 106 2 1061 1064 1064 1065 1066 1067 1067 1066 10 6 4 1 0 6 2 1062 1063 1064 1065 1066 1064 10 6 4 10 6 5 106 1 1063 1061 10 6 4 1065 106 2 1064 1 0 6 1 1063 10 6 4 106 1 106 2 106 310 6 3 106 2 1 0 5 9 1 0 6 0 106 3 1062 10641064 1062 1064 1065 10 6 5 10 6 5 1065 1064 1065 1065 W W 1 0 6 2 1 0 6 4 W W W W 1064 10 6 4 1 0 6 2 10 6 4 1064 10 6 4 1062 10 6 4 106 4 1062 1 0 5 4 1 0 5 0 1 0 6 3 1 0 6 0 1065 1060 1066 1065 1064 1063 S S S S RO 2 WO 1 BH 3 PF 3 BC 3 SS 5 DF 2 ER 2 PF 3 BH 4 NP 1 MM 2 KC 1 DF 4 NP 1 NP 1 BH 2 DF 3 NP 1 SS 2 RO 2 PF 1 OG 10 SS 2 WO 1 NS 2 SH 3 KC 2 CH 3 SW 3 TT 1 CO 2 TT 1 SW 2 SW 2 RO 3 SW 2 KC 2 MM 2 KC 2 SH 1 SH 3 KC 1 RB 5 BC 3 WO 1 SW 1 BC 3 OG 2 RB 4 RB 3 SW 1 RB 5 RO 1 MM 5 SS 3 MM 3 RB 2 KC 2 SS 1 SS 3 NP 3 NP 1 KC 4 DF 2 BH 7 DF 3 BH 2 DF 3 PF 2 NP 3 GL 10 LD 12 AV 15 LD 12 GL 9 AV 15 GL 8 LD 8 AV 12 GL 18 LD 24 AV 31 GL 12 LD 16 AV 25 SD 8 CV 3 KF 7 KF 8 KF 8 GF 3 PD 8 KF 8 KF 8 SD 5 KF 8 CV 4 GF 5 KF 4 CV 2 KF 5 KF 3 GF 6 KF 4 GF 5 CV 2 KF 4 SH 1 KF 6 GF 5 CV 2 KF 5 GF 6 CV 4 KF 4 CV 2 KF 4 KF 3 KF 7 KF 8 GF 4 CV 8 KF 8 KF 8 CV 4 SD 5 KF 10 CV 4 SD 5 CV 2 KF 17 GF 3 KF 6 GF 6 CV 2 KF 5 GF 6 CV 4 KF 4 CV 2 KF 4 KF 3 KF 8 KF 8 GF 9 CV 9 KF 8 KF 8 CV 4 SD 5 KF 9 CV 4 SD 5 CV 2 KF 16 GF 3 BH 2 NP 2 NP 2 ST 3 ST 3 NP 3 NP 2 NP 2 NP 3 ST 2 ST 3 ST 3 NP 5 NP 2 CV 4 CV 4 GF 6 CV 2 GF 3 GF 3 GF 3 GF 3 KF 8 KF 13 KF 14 KF 14 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LA N D S C A P E P L A N C5.2 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 \ C 5 L A N D S C A P E P L A N . D W G NORTH BUILDING #1 BUILDING #2 BUILDING #3 FU T U R E P H A S E - S U B D I V I S I O N S E E D W6" S D D 1 0 6 6 10 6 7 10 6 8 W8"W8"W8"W8" STSTSTSTSTSTSTSTSTSTST SAN 8"SAN 8"SAN 8" HY D H Y D HY D H YD H Y 1 0 6 5 1 0 6 3 10 6 4 106 6 1 0 6 6 10 6 6 10 6 6 10 6 6 106 5 W8" W 8" W 8" W 8" W 8" W 8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W W W W W W W W W W W 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" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W WV W V WV 10 6 5 10 6 5 10 6 5 10 6 6 10 6 6 10 6 6 10 6 8 10 6 7 10 6 6 10 6 6 10 6 5 1 0 6 6 1 0 6 5 1 0 6 6 1 0 6 6 10 6 4 1 0 6 5 1064 10 5 9 10 6 0 10 6 1 10 6 3 10 5 9 10 6 0 10 6 1 10 6 3 10 6 6 10 6 5 10 6 4 1 0 6 6 1 0 6 5 1 0 6 6 1064 HY D 1066 1066 1065 1065 106 5 10 6 6 1 0 6 6 10 6 6 10 6 6 1 0 6 6 ST ST ST ST ST HYD S 10 6 6 10 6 5 1 0 6 5 10 6 3 1 0 6 3 10 6 4 1063 1 0 6 4 10 6 4 10 6 3 1 0 6 3 10 6 1 10 6 3 10 6 3 1 0 6 2 D D 10 6 3 10 6 3 D ST STSTSTSTSTST DST ST ST ST ST ST ST 10 6 7 1 0 6 6 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 5 L A N D S C A P E P L A N . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 8 : 3 7 A M NORTH FUTURE PHASE PLANTINGS SHOWN FOR REFERENCE ONLY, SPREAD SUBDIVISION SEED ON DISTURBED AREAS FOR TEMP COVER 1066 1065 106 5 1066 1067 10 6 7 10 6 5 10 6 4 10 6 3 10 6 2 10 6 7 1067 106 6 106 5 106 4 1063 10 6 4 106 7 10 6 5 1 0 6 6 1 0 6 7 1067 1066 1065 1064 1 0 6 7 1067 10 6 8 1 0 6 8 1 0 6 7 10 6 7 1065 1066 1 0 6 6 106 6 10 6 7 10 6 4 106 3 1 0 6 3 10 6 6 10 6 5 10 6 5 LA N D S C A P E P L A N C5.4 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 5 L A N D S C A P E P L A N . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 8 : 5 5 A M NORTH FUTURE PHASE PLANTINGS SHOWN FOR REFERENCE ONLY, SPREAD SUBDIVISION SEED ON DISTURBED AREAS FOR TEMP COVER 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 6 D E T A I L S . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 9 : 0 3 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 4 C6.1 3 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 S S S S H Y D H YD D D WV WV CROSSING #3 CROSSING #4 CROSSING #5 CROSSING #6 WV CROSSING #8 CO CO CROSSING #11 H Y D H Y D WV 15 10 S S S S S SAN SAN SAN SAN SA N SA N SA N D D D D D 1 0 6 6 10 6 7 10 6 8 D BU 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 BU I L D I N G # 2 30 - P L E X ( 3 - S T O R I E S ) 8, 9 8 0 S F FF E = 1 0 6 5 . 5 0 BU 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 9 C A R G A R A G E FF E = 1 0 6 5 . 0 0 FU T U R E 9 C A R G A R A G E FF E = 1 0 6 6 . 2 5 FU T U R E 9 C A R G A R A G E FF E = 1 0 6 6 . 2 5 FU T U R E 9 C A R G A R A G E FF E = 1 0 6 6 . 2 5 9 C A R G A R A G E FF E = 1 0 6 4 . 7 5 W W W W W W W W W W W W W W8" STSTSTST SAN 8" HY D H Y D H Y D HYD H Y D HY D H Y D HYD H YD WV 1065 1 0 6 5 1 0 6 3 10 6 4 106 6 1 0 6 6 1 0 6 2 106 1 10 6 4 1 0 6 3 1 0 6 4 10 6 4 1064 1064 1064 1063 1063 10 6 6 10 6 6 10 6 6 106 5 1 0 7 0 1 0 6 7 10 6 6 1070 1071 1072 107 3 10 7 0 10 7 1 10 6 5 1065 1 0 6 4 1069 10 6 7 10 6 8 106 5 10 6 6 106710661064 1065 1045 1050 1055 1060 1 0 4 5 1 0 5 0 1 0 5 5 1 0 6 0 1 0 6 3 1 0 6 2 1 0 6 1 10 4 8 1 0 4 7 1 0 4 6 1 0 4 9 10 5 0 10 5 5 10 6 0 1 0 6 1 1 0 6 2 1 0 6 3 1063 1062 1061 106 1 1062 1064 10 6 4 10 6 3 1066 1067 106 8 1 0 6 8 1068 1 0 6 8 1069 1070106 9 10 6 5 S E G L A C I E R T R A I L SE PLEASANT VIE W D R I V E W8" W8" W8" W8" W8" W8" W W W W W W8"W8"W8"W8"W 8"W 8" W 8" W 8" W 8" W 8" W 8" W8" WV WV 1 0 6 0 1060 WV 1 0 6 0 1 0 6 3 1 0 6 2 1 0 6 1 W V WV 10 6 5 10 6 5 10 6 5 10 6 6 10 6 6 10 6 6 10 6 8 10 6 7 10 6 6 1067 1066 1065 1064 106 2 10611064106410651066 1067 1067 1066 10 6 4 1 0 6 2 1062 1063 1064 1065 1066 10 6 6 10 6 5 1 0 6 6 1 0 6 5 1064 10 6 4 1 0 6 6 1 0 6 6 10 6 4 1 0 6 5 1064 10 5 9 10 6 0 10 6 1 10 6 3 10 5 9 10 6 0 10 6 1 10 6 3 1 0 6 6 10 6 5 10 6 4 10 6 5 106 1 1063 1061 1 0 6 6 1 0 6 5 1 0 6 6 1064 H YD 10 6 4 10 6 3 1065 106 2 1064 1066 18 C A R G A R A G E FF E = 1 0 6 4 . 0 0 10 C A R G A R A G E FF E = 1 0 6 4 . 0 0 1066 1 0 6 1 FU T U R E AL L U R E B U I L D I N G (4 - S T O R I E S ) FF E = 1 0 6 7 . 2 5 (U N D E R G R O U N D P A R K I N G ) 1063 10 6 4 106 1106 2106 310 6 3 106 2 106 1 105 9 1 0 5 9 1 0 6 0 1 0 6 1 10 6 3 1062 10641064 1062 1064 1065 10 6 5 10 6 5 1065 1065 1064 1065 1065 106 5 10 6 6 1 0 6 6 10 6 6 10 6 6 1 0 6 6 108 1 0 6 2 1 0 6 4 1064 10 6 4 1 0 6 2 10 6 4 1064 10 6 4 ST ST H Y D S 10 6 6 10 6 5 1 0 6 5 10 6 3 1 0 6 3 10 6 4 1063 1 0 6 4 10 6 4 10 6 3 1 0 6 3 1062 10 6 1 10 6 3 10 6 3 1 0 6 2 D D 10 6 3 10 6 3 DSTST D ST ST 10 6 4 106 4 10 6 7 1062 1 0 5 4 1 0 5 0 1 0 6 3 1 0 6 0 1065 1060 1066 1065 1064 1063 10 6 5 1 0 6 6 II II S SS S ROCK CONSTRUCTION ENTRANCE POSSIBLE ROCK STAGING & PARKING AREA W/ TEMPORARY RESTROOM FACILITIES & DUMPSTER SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TEMPORARY INLET PROTECTION, TYPSF 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 SF SF S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF (TO BE USED AS TEMP. SEDIMENT BASIN) LIMITS OF DISTURBANCE CONCRETE WASHOUT ULTIMATE DISCHARGE THENCE UNNAMED TRIBUTARY OF SUGAR CREEK EROSION CONTROL FENCE, TYP LIMITS OF DISTURBANCE EROSION CONTROL FENCE, TYP TEMPORARY INLET PROTECTION, TYP EROSION CONTROL FENCE, TYP LIMITS OF DISTURBANCE SF SF SF SF SF SF SF SF LIMITS OF DISTURBANCE 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 EX. WET DETENTION POND 100-YR ELEV = 1060.56 NORMAL POOL ELEV = 1056.00 100-YR HWL=1060.56 EX. POND RIP-RAP 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 7 S W P P P . D W G 8/ 2 6 / 2 0 2 2 1 1 : 3 9 : 4 9 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 15.2 ACRES SILT FENCE 5,234 LF INLET PROTECTION 33 EA CONSTRUCTION ENTRANCE 1 EA CONCRETE WASHOUT 1 EA PERMANENT SOD 2.2 AC PERMANENT SEEDING (SUBDIVISION MIX)10.7 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: 1300 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. 15 6 12 15 10 10 14 10 6 14 S D 1 0 6 6 10 6 7 10 6 8 FU T U R E BU I L D I N G # 4 (3 S T O R I E S ) 24 - P L E X 9, 0 6 0 S F FF E = 1 0 6 7 . 7 5 FU T U R E BU I L D I N G # 5 (3 S T O R I E S ) 30 - P L E X 9, 0 6 0 S F FF E = 1 0 6 7 . 7 5 FU T U R E BU I L D I N G # 6 (3 S T O R I E S ) 24 - P L E X 9, 0 6 0 S F FF E = 1 0 6 7 . 7 5 FU T U R E 9 C A R G A R A G E FF E = 1 0 6 6 . 2 5 FU T U R E 9 C A R G A R A G E FF E = 1 0 6 6 . 2 5 FU T U R E 9 C A R G A R A G E FF E = 1 0 6 6 . 2 5 W8" STSTSTST H Y D HY D HYD H YD 1066 1065 1 0 6 5 1 0 6 3 10 6 4 106 6 1 0 6 6 10 6 6 10 6 6 10 6 6 106 5 1066 1067 10 6 7 10 6 5 10 6 4 10 6 3 10 6 2 10 6 7 1067 106 6 106 5 106 4 1063 10 6 4 1065 1070 1065 1064 1064 1 0 6 4 1064 10 6 3 1063 1064 106 5 1065 106 4 10 6 5 10 6 4 10 6 3 10 6 210 6 1 106 1 106 4 106 0 106 1 106 2 1 0 6 3 1 0 7 0 1 0 6 7 10 6 6 1070 1071 1072 107 3 10 7 0 10 7 1 10 6 5 1065 1 0 6 4 1063 1062 1064 10 6 4 10 6 3 106 3 1066 1067 106 8 1 0 6 8 1068 W8" W8" W8" W8" W8" W8"W8"W8"W8"W8"W8" W8" W8" W8" W8" W8" W8" WV 10 6 5 10 6 5 10 6 6 10 6 6 10 6 6 10 6 5 1 0 6 6 1 0 6 5 1 0 6 6 1 0 6 6 10 6 4 1 0 6 5 1064 10 5 9 10 6 0 10 6 1 10 6 3 106 7 10 6 5 10 6 6 1 0 6 7 1 0 6 6 1 0 6 5 1 0 6 6 1067 1066 1065 1064 FU T U R E AL L U R E B U I L D I N G (4 - S T O R I E S ) FF E = 1 0 6 7 . 2 5 (U N D E R G R O U N D P A R K I N G ) 106 5 10 6 6 1 0 6 6 10 6 6 10 6 6 FU T U R E 9 C A R G A R A G E FU T U R E 9 C A R G A R A G E FUT U R E 9 C A R G A R A G E FUT U R E 9 C A R G A R A G E FU T U R E 9 C A R G A R A G E PH A S E 3 7 C A R G A R A G E 108 10 8 1 0 6 7 1067 10 6 8 1 0 6 8 1 0 6 7 106 7 ST ST 10 6 6 10 6 5 1 0 6 5 10 6 3 1 0 6 3 10 6 4 1063 1 0 6 4 10 6 4 10 6 3 D D 10 6 3 10 6 3 D ST ST 10 6 7 1065 1066 1 0 6 6 106 6 10 6 7 10 6 4 106 3 1 0 6 3 10 6 6 10 6 5 10 6 5 1 0 6 6 II II TEMPORARY INLET PROTECTION, TYPSF 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 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LIMITS OF DISTURBANCE EROSION CONTROL FENCE, TYP SF EROSION CONTROL FENCE, TYP LIMITS OF DISTURBANCE EROSION CONTROL FENCE, TYP LIMITS OF DISTURBANCE EROSION CONTROL FENCE, TYP EROSION CONTROL FENCE, TYP EROSION CONTROL FENCE, TYP S F SF SF SFSFSFSF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SFTOPSO 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 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 EWM DB 08-24-2021 CITY SUBMITTAL 10-05-2021 CITY SUBMITTAL 12-28-2021 CITY SUBMITTAL 08-04-2022 CITY SUBMITTAL 08-26-2022 CITY SUBMITTAL 190377-1 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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 \ C 7 S W P P P . D W G 8/ 2 6 / 2 0 2 2 1 1 : 4 0 : 0 7 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 KETTLESTONE PEAK APARTM ENT (9 GAR). 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 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 APARTM ENT (10 GAR). 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 APARTM ENT (18 GAR). 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