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HomeMy WebLinkAbout2024-11-04 I12 Painted Woods West Park_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: November 4, 2024 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Painted Woods West Park FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The property is located west of 6th Street and south of Indian Ridge Drive. The property is 8.7-acres in area and was acquired as part of the Painted Woods West development. The proposed park is intended to be a neighborhood park. A Neighborhood Park is typically 5 to 10 acres in area and serves an area up to one-half mile. The plans for Painted Woods West Park identify play structures, trails, two open air shelters, a basketball court, a small parking lot, and one restroom building. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the site plan request at their meeting on October 22, 2024, and recommended approval: Approval of a Site Plan for Painted Woods West Park (950 Indian Ridge Drive) Melissa DeBoer, Planning Coordinator, introduced the request for approval of a site plan for Painted Woods West Park. The property is located west of 6th Street and south of Indian Ridge Drive. The property is 8.7-acres in area and was acquired as part of the Painted Woods West development. The proposed park is intended to be a neighborhood park, which is typically 5 to 10 acres in area and serves an area up to one-half mile. The plans for Painted Woods West Park identify play structures, trails, two open air shelters, a basketball court, a small parking lot, and one restroom building. Staff recommends approval of the site plan for Painted Woods West Park. Discussion as follows: • General discussion of planned native plantings and trees and ongoing maintenance • Discussion of uses for the planned flex court Motion by Commissioner Broderick for approval of a site plan for Painted Woods West Park, seconded by Commissioner Bankole. Ayes: Broderick, Beenken, Tessau, Lohse and Bankole. Nays: None. Motion carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan for Painted Woods West Park subject to remaining staff comments. RECOMMENDATION: Approve the resolution. I12 ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2024- APPROVING THE SITE PLAN FOR PAINTED WOODS WEST PARK 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 Painted Woods West Park, subject to remaining staff comments on October 22, 2024; AND, WHEREAS, the Site Plan for Painted Woods West Park is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Painted Woods West Park 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 4th day of November, 2024, that the Site Plan for Painted Woods West Park is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN R. Charles Bottenberg Chris Crone Rob Grove Anna Bergman Pierce Ben Sinclair M emo Waukee City Hall 230 Highway 6 Waukee IA 50263 Office: (515) 987-4522 Cell: (515) 250-7986 Facsimile: (515) 987-1845 To: Planning and Zoning Commissioners From: Melissa DeBoer, AICP – Planning Coordinator Date: October 17, 2024 Re: Painted Woods West Park Attach: Proposed Plan for Painted Woods West Park BACKGROUND The property is located west of 6th Street and south of Indian Ridge Drive. The property is 8.7-acres in area and was acquired as part of the Painted Woods West development. The proposed park is intended to be a neighborhood park. A Neighborhood Park is typically 5 to 10 acres in area and serves an area up to one-half mile. PROPOSED PLAN The plans for Painted Woods West Park identify play structures, trails, two open air shelters, a basketball court, a small parking lot, and one restroom building. STAFF RECOMMENDATION At this time, staff would recommend approval of the site plan for Painted Woods West Park. INDIAN RIDGE DR I V E ZONING: R-2 W/ PD-1 OVERLAY STORM SEWER AND OVERLAND FLOWAGE EASEMENT STORM SEWER AND OVERLAND FLOWAGE EASEMENT BK 2024 PG 00459 P.U.E. P.U.E. ZONING: R-2 FI E L D S T O N E DR . INDIAN RIDGE DR. CH R 2 2 UT E AV E . I-80 INTERS T A T E PARKWA Y PRAIRIE BLUFF DR. EA G L E DR . RO S E GL E N WO O D L A N D CT . WI L D W O O D CT . WE S T W I N D CT . BI S O N TR A I L SC O U T TR A I L CHESTNUT DR. SANDSTONE PT. P A I N T E D W O O D S D R . A R R O W H E A D D R . OA K V I E W CT . MA P L E CT . COTTONWOOD DR. 22 OCTOBER 2024 SITE PLAN SUBMISSION #3 I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA. BRETT A. DOUGLAS LICENSE NO. 00399 LICENSE RENEWAL DATE: JUNE 30, 2025. L SHEETS COVERED BY THIS SEAL E IT CT R P S I O S O F E AE R CDS A P C A AL L N N H DATE COVER SHEET L000 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         PAINTED WOODS WEST PARK OUTLOT Z, PAINTED WOODS WEST PLAT 3, FINAL PLAT, WAUKEE, DALLAS COUNTY, IOWA 144,445 SF / 3.32 ACRES OUTLOT Z, PAINTED WOODS WEST PLAT 5, FINAL PLAT, WAUKEE, DALLAS COUNTY, IOWA 233,199 SF / 5.35 ACRES SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD LEGAL DESCRIPTION 950 INDIAN RIDGE DRIVE WAUKEE, IA 50263 PROPERTY ADDRESS CITY OF WAUKEE, IOWA 230 WEST HICKMAN RD WAUKEE, IA 50263 RECORD PROPERTY OWNER EAST PARCEL: R-2 ONE AND TWO-FAMILY RESIDENTIAL DISTRICT WEST PARCEL: R-2 W/ PD-1 PLANNED DEVELOPMENT DISTRICT (OVERLAY). FRONT YARD: 30 FEET REAR YARD: 30 FEET FOR DWELLING; 40 FEET FOR OTHER PERMITTED USES SIDE YARD: A TOTAL OF 15 FEET; ONE SIDE MAY BE REDUCED TO NOT LESS THAN 7 FEET; 15 FEET FROM ANY OTHER PRINCIPAL PERMITTED USE. EXISTING ZONING ALL WORK DONE SHALL COMPLY WITH THE CURRENT EDITIONS OF THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND STATEWIDE URBAN DESIGN AND SPECIFICATIONS MANUAL (SUDAS). OTHER APPLICABLE CODES AND SPECIFICATIONS: SPECIFICATIONS PER PROJECT MANUAL AND AS NOTED ON DRAWINGS. PROJECT CONTACT:BRETT DOUGLAS | PLA, ASLA BDOUGLAS@GENUS-LA.COM 515.284.1010 DESIGN STANDARDS AND CODES GENUS LANDSCAPE ARCHITECTS 520 42ND ST, SUITE 400 DES MOINES, IA 50312 PLAN PREPARER SHEET NUMBER SHEET TITLE LANDSCAPE DRAWINGS L000 COVER SHEET L001 COVER NOTES L002 SITE PREP PLAN L100 PARK LAYOUT AND MATERIALS PLAN L101 PARK JOINTING PLAN L102 PLAYGROUND LAYOUT AND MATERIALS PLAN L103 PLAYGROUND SUBSLAB PLAN L104 PLAYGROUND SURFACING PLAN L200 PARK PLANTING PLAN L201 PLAYGROUND PLANTING PLAN L202 PARKING LOT PLANTING PLAN L300 SITE DETAILS L301 SITE DETAILS L302 FLEX COURT DETAILS CIVIL DRAWINGS C100 GRADING PLAN C101 GRADING PLAN C102 GRADING PLAN C103 GRADING PLAN C104 GRADING PLAN C105 GRADING PLAN C106 GRADING PLAN C200 UTILITY PLAN C201 UTILITY PLAN C202 UTILITY PLAN C300 EROSION CONTROL PLAN MEP DRAWINGS ME000 MECHANICAL & ELECTRICAL NOTES & SYMBOLS E001 SITE PHOTOMETRIC PLAN ME100 ELECTRICAL SITE PLAN ME101 BUILDING MEP PLANS ME200 MEP SCHEDULES ME201 MEP DETAILS ME202 MEP DETAILS ARCHITECTURE DRAWINGS A100 ARCHITECTURAL DETAILS A101 ARCHITECTURAL DETAILS - ADA FIGURES SITE PLAN DRAWING INDEX PROJECT LOCATION VICINITY MAP (1:1000) ® KCL NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - C V . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 5 0 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD C SHEETS ME SHEETS 0'25'50'100' 1.THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES AND PROTECT ALL UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL BEAR THE COST OF ALL PRIVATE LOCATES ON PRIVATE PROPERTY. THE CONTRACTOR SHALL NOTIFY OWNER/CITY OF WAUKEE AND "IOWA ONE CALL" ONE (1) WEEK PRIOR TO COMMENCING EXCAVATION, GRADING OR CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON DAMAGE TO ANY UTILITY LINE OR APPURTENANCE OR THE INTERRUPTION OF THEIR SERVICE. DAMAGE TO UTILITIES AND STRUCTURES (CURBS, PAVEMENT, ETC.) SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING TRAFFIC CONTROL IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", US DEPARTMENT OF TRANSPORTATION. APPROPRIATE PEDESTRIAN CONTROL DEVICES SHALL ALSO BE IMPLEMENTED. 3.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE URBAN DESIGN AND SPECIFICATIONS (SUDAS) AND SUPPLEMENTAL SPECIFICATIONS, CURRENT AT THE COMMENCEMENT OF CONSTRUCTION. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES PER DRAWINGS AND SPECIFICATIONS. ALL WORK AND MATERIALS SHALL MEET OR EXCEED MINIMUM STANDARDS AS REQUIRED BY NPDES AND AS SHOWN ON EROSION AND SEDIMENT CONTROL PLAN. MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONTINUE UNTIL ACCEPTANCE AND CLOSURE OF THE NPDES PERMIT. 5.ALL DEBRIS SPILLED ON THE PUBLIC RIGHT-OF-WAY OR ADJOINING PROPERTY SHALL BE CLEANED UP AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. 6.CONTRACTOR SHALL PROVIDE ACCESS AND PARKING ON-SITE FOR ALL CONSTRUCTION EQUIPMENT AND VEHICLES. 7.NO CONSTRUCTION TRAILERS OR TEMPORARY PROJECT SIGNS SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE OWNER. 8.THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL & DISPOSAL OF ANY DELETERIOUS AND EXCESS MATERIAL FROM THE SITE. ON-SITE DISPOSAL OF TREES, BRUSH OR OTHER DEBRIS SHALL NOT BE ALLOWED. 9.ALL WORK SHALL BE DONE IN COMPLIANCE WITH CURRENT OSHA CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ALL NECESSARY SAFETY REGULATIONS. 10.THE MEANS AND METHODS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 11.NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS WITHOUT PRIOR AUTHORIZATION OF THE OWNER'S REPRESENTATIVE. 12.REPLACE ANY PROPERTY MONUMENTS REMOVED OR DESTROYED BY CONSTRUCTION. MONUMENTS SHALL BE SET BY A LAND SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF IOWA. 13.MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION. 14.RECONNECT ANY FIELD TILE THAT IS INTERCEPTED DURING CONSTRUCTION. 15.ALL DIMENSIONS ARE TO BACK OF CURB, OUTSIDE OF BUILDING WALL, EDGE OF PAVEMENT, AND TO PROPERTY LINE UNLESS OTHERWISE NOTED. 16.REMOVE SURFACING AS REQUIRED FOR CONSTRUCTION AND REPLACE TO ORIGINAL CONDITION. ALL GRASSED AREAS DISTURBED SHALL BE RE-SEEDED. ALL PAVEMENT SURFACES DISTURBED SHALL BE RE-PAVED. 17.ALL STRUCTURES AND APPURTENANCES SHALL BE ADJUSTED TO GRADE AS NECESSARY. SITE SHALL BE GRADED TO AVOID SITUATION OF THESE APPURTENANCES WITHIN DRAINAGE COURSE OR LOW SPOT. 18.ALL UTILITY AND PAVING WORK IN R.O.W. SHALL BE COMPLETED IN ONE 48 HOUR PERIOD. 19.SITE CLEAN UP SHALL BE PERFORMED ON A DAILY BASIS. SIDEWALKS, PARKING LOTS, ROADWAYS, ETC. SHALL BE KEPT CLEAN AT ALL TIMES. 20.ALL OPEN EXCAVATIONS SHALL BE PROTECTED. 21.ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED OUT, SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR THE COMPLETION OF THIS WORK. 22.WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED UNACCEPTABLE. UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSE, FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED AND REPLACED IN AN ACCEPTABLE MANNER, AS REQUIRED BY GENUS LANDSCAPE ARCHITECTS AT THE CONTRACTORS EXPENSE. WORK DONE CONTRARY TO THE CONTRACT, WORK DONE BEYOND THE LINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE WITHOUT AUTHORITY WILL NOT BE PAID FOR. 23.THE CONTRACTOR SHALL EXERCISE CAUTION AROUND ALL TREES DESIGNATED TO REMAIN, UNDER NO CIRCUMSTANCES, SHALL THE CONTRACTOR PARK OR TRAVEL WITH ANY VEHICLE OR EQUIPMENT UNDER THE DRIP LINE OF ANY TREE TO BE SAVED. 24.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR WORK TO BE PERFORMED FOR THE PROJECT AND IS RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS SET FORTH WITHIN THE PERMITS. ALL WORK SHALL COMPLY WITH CURRENT STATE AND LOCAL CODES. INSPECTION SCHEDULING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 25.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. 26.CONTRACTOR SHALL REVIEW CONTRACT REQUIREMENTS AND PROCEDURES OUTLINED IN THE SPECIFICATIONS. THE WORK OUTLINED IN THE DRAWINGS AND SPECIFICATIONS SHALL BE INCORPORATED INTO THE THE GENERAL CONTRACT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, METHODS, AND MEANS REQUIRED TO EXECUTE THE GENERAL CONTRACT AND PROVIDE A FINISHED PRODUCT. 27.ALL GENERAL NOTES APPLY TO ALL SHEETS IN THIS SET. 1.JOINTS SHALL BE INSTALLED TO FORM SQUARES DEPENDENT ON WIDTH OF WALK. AS SHOWN ON PLAN, SOME JOINTS SHALL BE INSTALLED TO ALIGN WITH ADJACENT JOINTS OR SITE FEATURES. ALL EXPANSION JOINTS TO BE SEALED. 2.ALL EXPANSION JOINTS TO BE SEALED, FIBER BOARD JOINTS INCLUDED. 3.FORMWORK FOR ALL SITE IMPROVEMENTS SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF CONCRETE. PROVIDE MINIMUM 24-HOUR NOTICE. 4.CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND IMPROVEMENTS TO REMAIN. 5.USE DIMENSIONAL INFORMATION GIVEN; DO NOT SCALE DRAWINGS. WRITTEN DATA SHALL TAKE PRECEDENCE OVER ANY OTHER DATA. 6.ALL DIMENSIONS TO CURBS ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED. 7.DIMENSIONS INDICATED WITH A '±' SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 8.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 9.CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND DIMENSIONS SHOWN ON THE DRAWINGS AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION. 10.CONTRACTOR SHALL REFER ANY QUESTIONS ON SITE MATERIALS, FINISHES, LABOR AND/OR PRODUCTS NOT SPECIFIED HEREIN TO THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS OR STARTING WORK. 1.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 2.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK. 3.ALL WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES. 4.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 5.ALL PLANT MATERIALS MUST CONFORM TO THE AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1), PUBLISHED BY AMERICANHORT. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO THE STANDARDS. 6.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT AND WAUKEE PARKS AND RECREATION. 7.OWNER RESERVES THE RIGHT TO SUBSTITUTE PLANT MATERIAL TYPE, SIZE, AND/OR QUANTITY. 8.FLAG LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. DO NOT PLANT TREES OR SHRUBS IN SWALE AREAS. 9.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10.THE LANDSCAPE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING SOIL MIX OR NATIVE TOPSOIL (AT TREES IN LAWN). 11.ALL LAWN AREAS SHALL RECEIVE A MINIMUM 8-INCH DEPTH OF TOPSOIL COMPACTED TO 85% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 12.BACKFILL ALL PLANTING BEDS TO A MINIMUM 18-INCH DEPTH WITH PLANTING SOIL MIX. SEE SPECIFICATIONS 32 93 00 FOR PLANTING SOIL REQUIREMENTS. THOROUGHLY MIX PLANTING SOIL COMPONENTS PRIOR TO PLACEMENT. 13.PROVIDE DOUBLE SHREDDED HARDWOOD MULCH, NATURAL COLOR, IN ALL PLANT SAUCERS AND PLANTING BEDS TO A 2-INCH MAXIMUM DEPTH. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. 14.ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AS NOTED IN SPECIFICATIONS 32 93 00, OR SHALL BE REPLACED FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. 15.DO NOT OVER EXCAVATE TREE HOLES. MEASURE ROOT BALL OF ACTUAL TREE ON SITE, FOR EACH TREE/LOCATION, AND EXCAVATE TO DEPTH NECESSARY TO ALLOW FOR ROOT FLARE TO BE VISIBLE/ABOVE FINISHED GRADE PER DETAIL IN DRAWINGS. TREES THAT SETTLE WILL NEED TO BE RAISED. 16.AFTER TREE LOCATIONS ARE REVIEWED AND APPROVED BY LANDSCAPE ARCHITECT, AUGER TREE HOLES, FILL EACH TREE HOLE WITH WATER TO TEST DRAINAGE (PERCOLATION TEST). PLACE A YARD STICK IN THE HOLE UPON INITIAL FILLING OF WATER. PHOTO DOCUMENT, WITH A TIME-STAMPED PHOTO, FOR EACH HOLE ONCE IT IS FILLED WITH WATER AND AGAIN AFTER 18 HOURS (PER SUDAS) WHEN HOLES ARE CHECKED FOR DRAINAGE. KEY EACH TREE HOLE TO A PLAN VIEW AND NOTE WHICH HOLES EXPERIENCED INSUFFICIENT DRAINAGE. SUBMIT DOCUMENTATION TO LANDSCAPE ARCHITECT FOR REVIEW. REVIEW SOLUTIONS FOR NON-DRAINING TREE HOLES WITH LANDSCAPE ARCHITECT. EITHER MOVE TREE TO AN APPROVED LOCATION (ADDITIONAL WATER TEST NEEDED) OR CONSTRUCT TREE DRAINAGE WELLS PER SUDAS SECTION 9030 AND PER SUDAS DETAIL FIGURE 9030.103. PLANTING NOTES GENERAL NOTESLAYOUT NOTES 1.PROTECT ALL EXISTING FEATURES NOT DESIGNATED FOR REMOVAL. 2.ALL DEMOLISHED AND/OR REMOVED ITEMS SHALL BE HAULED COMPLETELY AWAY FROM THE SITE AND LEGALLY DISPOSED OF BY THE CONTRACTOR. 3.CONTRACTOR SHALL PROTECT EXISTING UTILITIES. ANY DAMAGE TO SUCH SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 4.THE CONSTRUCTION DOCUMENTS WERE PREPARED USING THE MOST ACCURATE INFORMATION AVAILABLE. IF THE CONTRACTOR DETERMINES THAT FIELD CONDITIONS DIFFER, THRY SHALL CEASE CONSTRUCTION ACTIVITIES AND IMMEDIATELY CONTACT THE LANDSCAPE ARCHITECT FOR DECISION. 5.REMOVE AND DISPOSE OF ALL PLANT MATERIAL IN PROJECT AREA/WITHIN GRADING EXTENTS, INCLUDING TURF, SHRUBS, AND GROUND COVER. 6.ALL VOIDS REMAINING AFTER THE REMOVAL OF ANYTHING SHALL BE FILLED AND RECOMPACTED PER SUDAS. 7.ALL AREAS WHERE NEW PAVEMENT JOINS EXISTING, UNLESS ABUTTING A FORMED/UNIFORM EDGE, SHALL BE SAW CUT TO PROVIDE A UNIFORM EDGE. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITIES IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO DEMOLITION. SITE PREP NOTES NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - C N . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 1 8 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD COVER NOTES L001 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         1 0 1 5 101 5 1020 102 0 10 2 5 1025 1025 1025 1025 10 3 0 1030 1030 10 3 0 101 6 101 7 1018 101 8 1019 101 9 1021 1021 1022 1022 10 2 3 10 2 3 1023 102 3 102 4 10 2 4 102 4 102 4 1026 102 6 10 2 6 1026 102 7 1027 10 2 7 1027 10 2 8 1 0 2 8 102 8 1028 1028 1 0 2 9 10 2 9 10 2 9 1029 1 0 3 1 103 1 1032 1 0 2 5 10 2 3 10 2 3 1 0 2 3 10 2 3 102 3 1 0 2 3 1 0 2 3 1023 10 2 4 1 0 2 4 10 2 4 10 2 4 10 2 4 1 0 2 4 1 0 2 6 1 0 2 7 1 0 2 8 1 0 2 9 INDIAN RIDGE DR I V E 8 4 ' - 8 " 28' R1 0 ' 60'-6" 4 8 ' 48 LF CURB GRINDING SEE CIVIL FOR UTILITY PROTECTION, REMOVALS AND ADJUSTMENTS, TYP APPROXIMATE EXTENTS OF EXISTING TREE/VEGETATION LINE, TYP COORDINATE PROTECTION/SAVING OF SELECT EASTERN RED CEDAR TREES WITH LANDSCAPE ARCHITECT PRIOR TO START OF SITE PREPARATION OPERATIONS REMOVE AND LEGALLY DISPOSE OF ENTIRE LENGTH OF EXISTING POST AND WIRE FENCE ALONG SOUTH EDGE OF PROPERTY, TYP PROTECT EXISTING FENCE TO REMAIN REMOVE AND LEGALLY DISPOSE OF SHRUB/UNDERSTORY PLANT MATERIAL WITHIN STRIP/STOCKPILE LIMITS, TYP PROTECT EXISTING TREES TO REMAIN, TYP STAGING AREA ROCK CONSTRUCTION ENTRANCE PER SUDAS 9040.20, SEE EROSION CONTROL PLAN TOPSOIL STOCKPILE AREA NOTE: NOT ALL EXISTING TREES DRAWN. PROTECT AND SAVE ALL TREES ALONG SOUTHERN EDGE OF PROPERTY LINE. PROTECT EXISTING LIGHT POLES PROPERTY LINE WATER GAS ELECTRIC SANITARY SEWER STORM SEWER EXISTING CONTOUR1030 LEGEND 1.SAWCUT PAVEMENT FULL DEPTH, REMOVE AND RECONSTRUCT PAVEMENT. COORDINATE LOCATION WITH LAYOUT PLAN. PROTECT REMAINING CURB AND PAVEMENT TO REMAIN. LEGALLY DISPOSE OF DEBRIS. 2.PROTECT EXISTING TREES PER SPECIFICATIONS. NO GRADING, MACHINERY, OR MATERIAL STORAGE TO OCCUR WITHIN DRIPLINE OF TREE. 3.REMOVE AND GRIND OUT STUMPS OF ALL REMOVED TREES/ WOODY PLANT MATERIAL. LEGALLY DISPOSE OF ALL DEBRIS. 4.ADD FILTER SOCK FOR INLET PROTECTION FOR EXISTING INTAKES TO REMAIN AND NEW INTAKES DURING CONSTRUCTION. FOLLOW SWPPP PLANS. INTAKES IN PUBLIC AREAS NEED TO HAVE BELOW GRADE INLET PROTECTION PROVIDED. 5.CREATE SEPARATE STOCKPILE FOR CLEAN/RESPREADABLE TOPSOIL TO BE USED OVER MORE CLAY-HEAVY SUBSOILS. CONSTRUCTION NOTES ITEM TO BE REMOVED PAVEMENT REMOVAL STRIP AND STOCKPILE SITE PREP PLAN L002 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         0'15'30'60' N NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - D P . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 1 6 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD SCALE: 1"=30'-0" SITE PREP PLAN01 INDIAN RIDGE DR I V E THICKENED EDGE ALONG THIS EDGE OF "PCC TYPE A", MATCH DEPTH OF ADJACENT VEHICULAR PAVEMENT (INCIDENTAL TO "PCC TYPE A" BID ITEM) 25' CURB AT BACK OF RAMPS/LANDING TO BE INTEGRAL TO "PCC TYPE A" (INCIDENTAL TO "PCC TYPE A" BID ITEM) 6' 1 0 ' 6' 10' 10' 1 0 ' 7 4 ' - 6 " 1 0 ' 1 0 ' 1 0 ' 02 L102-4 01-04 L302 1 D A A A A A A A B D D D D D E E E E E E F F G H I J J J K 1 3 x2 x2 x3 3 4 TYP. TYP. TYP. TYP. TYP.5 6 TYP. 7 8 9 10 11 12 13 14 TYP. 15 16 17 18 19 REPLACE SIDEWALK REMOVED FOR DRIVE APRON AND FOR ADDITION OF CURB RAMPS TIE INTO EXISTING TRAIL R10 ' C TYP. L A 20 MATCH EXISTING MATCH EXISTING F M 7' 7' 1 0 ' R9 0 ' R1 8 3 ' R 1 7 4 ' R95' R 1 0 0 ' R85' R85' R 8 5 ' R85' R 9 2 ' R90' R96 ' R6 9 ' R154 ' R8 2 ' R1 0 0 ' R 1 0 0 ' R 1 4 4 ' 10 ' 6' R15 3 ' R 2 5 5 ' - 5 " R7' R6'R4 ' 19'-4" 25'26'17'-6" 6' 18' 9 ' T Y P . 1 0 ' 1 0 ' R 4 ' R4 ' 13'-6" 13' R5' R 5 ' 3 2 ' - 9 " 57'-4"55'-1" R 3 ' R3 ' R 4 ' 9 1 ' - 8 " STRIPE PARKING LOT AS SHOWN P P 2 2 x2 3 x2 44' R89' R89 ' R79' R7 9 ' R3'R3' R3' R6' 21 21 R 6 3 ' R 7 3 ' R 9 2 ' R 1 0 2 ' R 7 7 ' R 7 3 ' R1 0 0 ' 8'-11"41' - 1 " 14'- 9 " 15'-6 " 1 2 ' - 1 0 " 1 4 ' - 4 " R53' 21 Q Q 15'-1 0 " 9 ' - 5 " 7'-7 " FLAGSTONE W/ 3 8" MINUS LIMESTONE (WHITE) INFILL. INFILL BETWEEN JOINTS, TO DEPTH OF STONE EXISTING TREES, TYP. 5 F x2 PROPERTY LINE WATER GAS ELECTRIC SANITARY SEWER STORM SEWER LEGEND SITE AMENITIES SCHEDULE QTY KEY DESCRIPTION NOTES 2 6' BACKED BENCH MFR: COLUMBIA CASCADE TIMBERFORM SITE FURNISHINGS CONTACT: 1-800-547-1940 PRODUCT: 'COLOSSUS' 2219-6-B COLOR/FINISH: STANDARD 2 4' BACKLESS BENCH MFR: COLUMBIA CASCADE TIMBERFORM SITE FURNISHINGS CONTACT: 1-800-547-1940 PRODUCT: 'COLOSSUS' 2219-4 COLOR/FINISH: STANDARD 5 ADIRONDACK CHAIR COMMERCIAL GRADE MFR: LOLL CONTRACT PRODUCT: HD ADIRONDACK (AD-HD4ST-CG) COLOR: CHARCOAL FREE STANDING TIED TO ANCHOR, SEE 10/L301 FOR ATTACHMENT INSTRUCTIONS 3 WASTE RECEPTACLE FURNISHED AND INSTALLED BY OWNER 2 COMMERCIAL BIKE RACK [3] BIKE CAPACITY AT EACH LOCATION, FURNISHED AND INSTALLED BY OWNER 5 PICNIC TABLE FURNISHED AND INSTALLED BY OWNER 1 OPEN AIR SHELTER A SEE 09/L301, SEE A100, SEE ELECTRICAL SHEETS; SHELTER FURNISHED BY OWNER, INSTALLED BY GENERAL CONTRACTOR 1 OPEN AIR SHELTER B SEE 09/L301, SEE A100, SEE ELECTRICAL SHEETS; SHELTER FURNISHED BY OWNER, INSTALLED BY GENERAL CONTRACTOR 1 BASKETBALL HOOP SEE DETAILS ON L302 1 PARK ENTRY SIGN FOOTING SIGN NOT IN CONTRACT; FOOTING IS IN CONTRACT/BY GENERAL CONTRACTOR, SEE 10/L300 1 SWING SET FURNISHED BY OWNER, INSTALLED BY OWNER'S CONTRACTOR 1 ACCESS WHIRL FURNISHED BY OWNER, INSTALLED BY OWNER'S CONTRACTOR 1 BOUNCER.04 FURNISHED BY OWNER, INSTALLED BY OWNER'S CONTRACTOR 6 PLAY MOUNDS SEE 12/L300 AND L103 FOR MOUND SCHEDULE 1 SHADE SAIL FURNISHED BY OWNER, INSTALLED BY OWNER'S CONTRACTOR 1 COMBI.061 FURNISHED BY OWNER, INSTALLED BY OWNER'S CONTRACTOR 1 BOWL SWING FURNISHED BY OWNER, INSTALLED BY OWNER'S CONTRACTOR 1 CUSTOM TRII STRUCTURE FURNISHED BY OWNER, INSTALLED BY OWNER'S CONTRACTOR 1 ADA PARKING SIGN + POST SEE 13/L300 AND 11/L300 1 BATHROOM & MAINTENANCE BUILDING SEE A100, SEE MEP SHEETS; BUILDING FURNISHED BY OWNER, INSTALLED BY GENERAL CONTRACTOR 4 ADIRONDACK CHAIR ANCHOR FOOTING SEE 10/L301 FOR ATTACHMENT INSTRUCTIONS MATERIALS SCHEDULE KEY DESCRIPTION NOTES PCC TYPE A: 6" PCC PEDESTRIAN PAVEMENT SEE 01/L300 PCC TYPE B: 8" PCC VEHICLE PAVEMENT SEE 01/L300, WITH INTEGRAL CURB UNLESS NOTED OTHERWISE THICKENED EDGE AT PLAY SURFACE SEE 08/L300 PCC CURB (INTEGRAL TO PCC SUBBASE)SEE 08/L300 PIP RUBBER PLAY SURFACING SEE 08/L300 FLAG STONE LIMESTONE, 18"- 42" SIZE RANGE, 2" MIN. THICKNESS,SEE 07/L300, LAYOUT IN FIELD WITH LANDSCAPE ARCHITECT DOUBLE-SHREDDED HARDWOOD MULCH IN ALL PLANTING AREAS AND AS INDICATED ON PLANS FLEX COURT SEE DETAILS ON L301 BOULDERS SIZE RANGE 18"- 48" DIAMETER AND HEIGHT, RANDOM SELECTION APPROXIMATELY MATCHING PLAN SIZES. SEE 16/L300 STONE SEAT BLOCK APPROXIMATELY 24" WIDE X 18" HEIGHT, LENGTH PER PLANS (24"- 72") SEE 15/L300 STEEL EDGING SEE 07/L300 CLASS A WALK SEE 05/L300 WHEEL STOP COUNTY MATERIALS, PRE CAST CONCRETE, 6' LENGTH WITH NOTCHES, COLOR: NATURAL ANCHOR TO PAVEMENT WITH 2 GALVANIZED DOWELS, 18" MIN. LENGTH, TYP. DRAINAGE TRENCH AT THICKENED EDGE SEE 14/L300 DRAINAGE TRENCH AT BEAM CURB SEE 14/L300 DETECTABLE WARNING PLATES (2) 30" PLATES PER RAMP, NO CUTTING OF PLATES. PRODUCT: NEENAH FOUNDRY, R-4984-30Q, CAST IRON GRAY, OR APPROVED EQUAL. 6" SLOPED CURB PER SUDAS 7010.102. CURB DIES INTO CLASS A WALK AND STANDARD CURB AT ENDS. TRANSITION STANDARD CURB TO BECOME MORE VERTICAL TO ALLOW SLOPED CURB TO DIE INTO IT. 1 A B C D E 2 3 4 6 7 8 9 10 14 16 15 5 F G H I J K 13 L 17 18 M 11 12 19 N O P 20 21 Q P.C.C. TYPE A P.C.C. TYPE B MULCH PLAY SURFACING, SEE L103 AND L104 FOR SUBSURFACING AND SURFACING PLAN CENTER OF RADII, SEE PLAN FOR DIMENSIONS+ PARK LAYOUT AND MATERIALS PLAN L100 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         0'15'30'60' N NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - L P . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 1 7 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD SCALE: 1"=30'-0" PARK LAYOUT AND MATERIALS PLAN01 INDIAN RIDGE DR I V E EJ EJ E J EJ EJ EJ EJEJ EJ EJ E J EJ E J EJ EJ EJ E J EJ E J E J EJ EJ E J E J EJ E J EJ EJ E J EJ E J E J E J EJEJ EJ EJ EJ EJ E J E J E J EJ EJ E J E J EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ E J E J EJ EJ EJ EJ E J EJEJ EJ PROPERTY LINE WATER GAS ELECTRIC SANITARY SEWER STORM SEWER LEGEND CONTROL JOINT, SEE 03/L300 EXPANSION JOINT, SEE 02/L300 PARK JOINTING PLAN L101 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         0'15'30'60' N NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - L P . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 1 8 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD SCALE: 1"=30'-0" PARK JOINTING PLAN01 FOR COURT JOINTING, SEE 02/L302 PROPERTY LINE WATER GAS ELECTRIC SANITARY SEWER STORM SEWER EXISTING CONTOUR1030 LEGEND P.C.C. TYPE A P.C.C. TYPE B MULCH PLAY SURFACING, SEE L103 AND L104 FOR SUBSURFACING AND SURFACING PLAN 1 0 2 5 1 0 2 4 1 0 2 6 1 0 2 7 1 0 2 8 1 0 2 9 5' 5' 4' 4' 2' 3' 6' 6' 20 ' 16' 02 L102-4 01-04 L302 16' S.S S.S 20 ' 1' - 5 " 3' 4'-4" 3' 3' 3'4'-4" 12 ' 12' 5'-4" 10 ' - 8 " 4'-7" 4'-4" 6'-2 1/4" 6'-5" 6' 10' 4 ' 6' 6' 6' 16 ' 2 6 ' 6' 1 6 ' 19'-8 " 3' - 6 " 4'- 7 1 / 2 " 6' 3'- 7 " 6'-2 " 12'-3"14'-8 " 16'-7 " 7'-9 " 5'- 1 " 1'- 9 " 4' - 5 " 18' 11 ' - 5 " 4 ' 3' 4 ' 4' 4' 4' 6 ' - 4 " 4 ' - 4 " 4 ' - 8 " 10' 1'-5" 1'-7" 4 ' 10' 4'- 1 0 " 1' - 1 0 " 3'-6" 2'-1" 3 ' - 7 " 3'-8" 2' - 7 " 1'-5" 2'-8 " 3' - 1 " 2' 6' 10' 1'-8 " 2' 2'-1" 2' - 2 " 17'-11" 1 1 ' - 4 " 10'- 1 " 8 ' 8'-2" 4'-1 1 " 5'-1 " 8'-2" 4'- 6 " 9'-1 " 18'-4 " 9'-11" 13'-1 1 " 5'- 1 " 10' 6' - 8 " 3 ' 1 ' - 7 " R13 ' R 3 2 ' R 3 8 ' R3 8 ' R3 2 ' R9 2 ' R5 1 ' R 5 1 ' R 5 7 ' R1 5 0 ' R1 5 6 ' R30'-6" R 1 0 ' - 6 " R30'- 6 " R4 0 ' - 6 " R1 8 ' - 6 " R1 2 ' - 6 " R14'- 6 " R 7 ' - 6 " R26'-6" R1 3 ' - 6 " R7 ' - 6 " R2 0 ' - 6 " R11'-6" R2 0 ' - 6 " R13'- 6 " R3'-6" R3 ' - 6 " R1'-6"R2' R9' R3'-6" R1 0 ' R 2 4 ' R2 ' R13' R2' R19 3 ' R 2 5 5 ' - 5 " R1 1 0 ' R85' R115 ' R2 ' R 4 4 ' R92'-5 " R1 3 ' - 6 " R2' R 2 ' R7' R3' R4' R 4 ' R4 ' R 4 ' R4' R 1 5 4 ' R 3 ' R3' R3' R 3 ' R3' R 3 ' R2' R 2 ' R6 ' R6 ' R6' R6' R1 ' R 1 ' R1 0 0 ' R 4 ' R4 ' R 1 0 ' R10 ' R4 ' R2' R 2 ' R1' R4 ' R 1 ' R 2 ' R4 ' R1 ' - 8 " R2 ' R1' R89' R 3 ' R 6 ' R7 9 ' R89 ' R73' R79 ' R3 ' R3 ' R1' R 1 ' R50' R57 ' R38' R3 5 ' R 2 5 ' R2 3 ' R33' R56 ' R 6 5 ' R 5 ' R 1 ' PLAY EQUIPMENT SAFETY ZONE, TYP. FLAGSTONE W/ 3 8" MINUS LIMESTONE (WHITE) INFILL. INFILL BETWEEN JOINTS, TO DEPTH OF STONE, TYP BOULDERS, TYP. LOW SIDE OF ROOF - THIS SIDE ADIRONDACK CHAIR, TYP COTTONWOOD LEDGESTONE, TYP COMMERCIAL BIKE RACK, TYP. PICNIC TABLE, TYP. WASTE RECEPTACLE, TYP. SPADE CUT EDGE, TYP PLAY MOUND, COORDINATE CONCRETE MOUND DIMENSIONS WITH PIP RUBBER THICKNESS (2.5" THICK RUBBER FOR THIS AREA) TO ACHIEVE OVERALL OUTER DIMENSION AS NOTED ON PLAN, TYP. SHELTER A RESTROOM / MAINTENANCE BUILDING THICKENED EDGE AT PLAY SURFACE (SHOWN AS DASHED), TYP FLAGSTONE W/ 3 8" MINUS LIMESTONE (WHITE) INFILL. INFILL BETWEEN JOINTS, TO DEPTH OF STONE FLAGSTONE W/ 3 8" MINUS LIMESTONE (WHITE) INFILL. INFILL BETWEEN JOINTS, TO DEPTH OF STONE FLAGSTONE W/ 3 8" MINUS LIMESTONE (WHITE) INFILL. INFILL BETWEEN JOINTS, TO DEPTH OF STONE FLAGSTONE W/ 3 8" MINUS LIMESTONE (WHITE) INFILL. INFILL BETWEEN JOINTS, TO DEPTH OF STONE LOW SIDE OF ROOF - THIS SIDE SHELTER B ELLIPSE MAJOR RADIUS: 19' MINOR RADIUS: 12' 6' BACKED BENCH, TYP. 4' BACKLESS BENCH, TYP. 17' POLE HT. 14' POLE HT. 15.5' POLE HT. STRUCTURAL STOOP, PER MFR ENGINEERED DRAWINGS - SEE SHOP DRAWINGS CENTER OF RADII, SEE PLAN FOR DIMENSIONS S.S. + PLAYGROUND LAYOUT AND MATERIALS PLAN L102 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         0'5'10'20' N NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - L P . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 1 6 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD SCALE: 1"=10'-0" PLAYGROUND LAYOUT AND MATERIALS PLAN02 PROPERTY LINE WATER GAS ELECTRIC SANITARY SEWER STORM SEWER EXISTING CONTOUR1030 LEGEND P.C.C. TYPE A P.C.C. TYPE B 1 0 2 5 1 0 2 4 1 0 2 6 1 0 2 7 1 0 2 8 1 0 2 9 02 L102-4 M4 M3 M3M2 M1 01-04 L302 4'-7" 4'-7" 3'-7" 2'-7"1'-7" 3'-7" 10' TYP. 10 ' T Y P . PLAY EQUIPMENT FOOTING, FOOTING DESIGN AND INSTALL BY MFR/OWNER'S CONTRACTOR, CONTACT LANDSCAPE ARCHITECT TO OBTAIN CAD FOR HORIZONTAL STAKING OF FOOTINGS, TYP. 12" WIDE FREE- DRAINING ROCK TRENCH, TYP. NOTE: DRAINAGE TRENCH WITH SUBDRAIN ON LOW SIDE OF ALL PLAY AREAS - COORDINATE SUBBASE WITH DRAINAGE TRENCH. SEE 14/L300 M4 ALL ± DIMENSIONS FOR CONTRACTOR REFERENCE ONLY, DO NOT LOCATE USING THESE DIMENSIONS ± 1 4 ' ± 1 ' - 2 " ±8 ' - 9 " ±17 ' - 7 " ±12' ±1 2 ' - 5 " ±15 ' - 4 " ±1 2 ' - 6 " ± 5 ' - 1 1 " ±13'-6" ±1 2 ' ±11' - 1 1 " ± 7 ' - 6 " ±9'-3" ± 1 1 ' ±11'- 1 0 " ±1 1 ' - 3 " ±8'-11" ±10' ±1 2 ' - 6 " ±12'-2" ± 1 6 ' - 5 " ± 1 3 ' - 3 " ± 1 4 ' - 3 " ± 1 7 ' - 4 " ± 2 1 ' - 8 " ± 2 0 ' - 7 " ± 2 0 ' - 6 " ±7 ' - 2 " ± 7 ' - 3 " ±9' - 1 0 " ±1 2 ' - 4 " STRUCTURAL STOOP, PER MFR ENGINEERED DRAWINGS - SEE SHOP DRAWINGS CENTER OF RADII, SEE PLAN FOR DIMENSIONS S.S. + PLAYGROUND SUBSLAB PLAN L103 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - L P . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 2 0 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD 0'5'10'20' N SCALE: 1"=10'-0" PLAYGROUND SUBSLAB PLAN01 MOUND SCHEDULE 1.54'3.8'M3 1.04'2.8'M2 CODE H 7.5"1.8'M1 SEE DETAIL 12/L300 H = HEIGHT OF MOUND FROM FINISH GRADE OF PCC SUBSLAB TO TOP OF PCC MOUND. H.R. AND Ø R. = HEIGHT AND DIAMETER OF MOUND WITH RUBBER PLAY SURFACING Ø 1.8'4.8'M4 H.R. R.Ø 1.75'4' 1.25'3' 10"2' 2'5' CONSTRUCTION NOTES 1. "±" DIMENSIONS TO PLAY GROUND FOOTINGS SHOWN FOR CONTRACTOR REFERENCE ONLY, DO NOT LOCATE USING ANY "±" DIMENSION. CONTACT LANDSCAPE ARCHITECT FOR CAD DRAWINGS. 2. OWNER'S CONTRACTOR RESPONSIBLE FOR ALIGNING FOOTINGS WITH MANUFACTURER PRODUCT INFORMATION. NOTIFY LANDSCAPE ARCHITECT PRIOR TO POURING IF THERE ARE ALIGNMENT DISCREPANCIES PROPERTY LINE WATER GAS ELECTRIC SANITARY SEWER STORM SEWER LEGEND PIP RUBBER PLAY SURFACING - COLOR 1 [75% BEIGE / 25% TERRACOTTA] PIP RUBBER PLAY SURFACING - COLOR 2 [75% TERRACOTTA / 25% BEIGE] PIP RUBBER PLAY SURFACING - COLOR 3 [100% TERRACOTTA] PLAYGROUND GRASS - COLOR 4 [GREEN] NOTE: OWNER'S CONTRACTOR RESPONSIBLE FOR ALIGNING NOTE: SURFACING BY OWNER'S INSTALLER. SHEET INCLUDED FOR REFERENCE ONLY. 1 0 2 5 1 0 2 4 1 0 2 6 1 0 2 7 1 0 2 8 1 0 2 9 02 L102-4 PLAY SURFACE SBR RUBBER BASEMAT: 3 3 4 " EPDM RUBBER TOPCOAT: 1 2" PLAY SURFACE SBR RUBBER BASEMAT: 2" EPDM RUBBER TOPCOAT: 1 2" PLAY SURFACE SBR RUBBER BASEMAT: 2 3 4" EPDM RUBBER TOPCOAT: 1 2" PCC SUBBASE 3 1 4" BELOW FINISHED GRADE PCC SUBBASE 2 1 2" BELOW FINISHED GRADE PCC SUBBASE 4 1 4" BELOW FINISHED GRADE 01-04 L302 PLAY SURFACE PLAYGROUND GRASS: 1 2" FOAM SAFETY PAD: 2" AGGREGATE SUBBASE: 3" AGGREGATE SUBBASE 2 1 2" BELOW FINISHED GRADE 5'- 8 " 4' - 9 " 18'-9 " 19'-7" R3' R 2 ' R3' R 2 ' R2' R2' 6' - 1 1 " 6 ' - 1 1 " 5' 8'-4 " 3 ' - 1 0 " 2' 3'- 1 " 6 ' - 7 " R 3 ' R3 ' 5'-11" 6 ' - 1 " 6'-1" 5 ' - 1 1 " R3 ' R3 ' R5 ' R5' 4'-6" 4 ' - 9 " 2' 1 0 " R 1 ' R2' R2' R1' - 6 " R2' R 5 ' R3 ' R3' R3' R 3 ' R3 ' R3 ' R2' 9'-9" 8'- 5 " 7 ' - 0 3 / 4 " 7'-6" 5'-5" 4'-9 " 5' - 4 " 7'-11" Ø5' Ø4' Ø7'-4" Ø5' Ø3' Ø2' R1 0 ' R3 ' R 3 ' R 3 ' R10' R3 ' 13 ' - 5 " 9' - 7 " 6'-5" 5'-1 " 9 ' - 1 " 22'-3 " R 1 0 ' R 8 ' - 5 " R 6 ' R 6 ' R26' R18'-9" Ø4' R3' R5' PLAY SURFACE PLAYGROUND GRASS: 1 2" FOAM SAFETY PAD: 2" AGGREGATE SUBBASE: 3" AGGREGATE SUBBASE 2 1 2" BELOW FINISHED GRADE PLAY SURFACE PLAYGROUND GRASS: 1 2" FOAM SAFETY PAD: 1" AGGREGATE SUBBASE: 3" AGGREGATE SUBBASE 1 1 2" BELOW FINISHED GRADE PLAYGROUND SURFACING PLAN L104 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - L P . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 1 9 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD 0'5'10'20' N SCALE: 1"=10'-0" PLAYGROUND SURFACING PLAN01 PROPERTY LINE WATER GAS ELECTRIC SANITARY SEWER STORM SEWER EXISTING CONTOUR1030 LEGEND SHADE TREE ORNAMENTAL TREE SUPER TURF II LS BY UNITED SEEDS SITE AREA: 5.2 AC CP42 LEOPOLD #2 POLLINATOR 10/40 SEED MIX BY ALLENDAN SEED COMPANY SITE AREA: 2.0 AC PLANTING AREA PLANTING AREA: 10,795 SF ECO GRASS SEED BY PRAIRIE MOON NURSERY SEED AREA: 2,000 SF EVERGREEN TREE EXISTING TREE TO REMAIN 1.HYDRAULIC MULCH (BONDED FIBER MATRIX PER SUDAS) TO BE USED ON ALL SEEDED AREAS. 2.LAWN SEEDING ESTABLISHMENT (90 DAYS BEYOND SUBSTANTIAL COMPLETION DATE OR UNTIL SUFFICIENT COVER IS ACHIEVED) IS THE RESPONSIBILITY OF THE CONTRACTOR AND NPDES GS#2 SWPPP REQUIREMENTS MUST REMAIN IN PLACE UNTIL THE REQUIRED DENSITY OF VEGETATION IS PROVIDED. SEE SPEC 32 92 00. CONSTRUCTION NOTES 1.PURCHASE (24) JUNIPERUS VIRGINIANA TREES (EASTERN RED CEDAR) IN LIEU OF TRANSPLANTING EXISTING CEDARS. ADD ALTERNATE #1 INDIAN RIDGE DR I V E UD UD UD GTS GTS GTS GTS GTS UAP GTS UAP UAP TG TG TG TD TD TD QB QB QB QB QM QM QMC QM PA PA PA UD UD PS PS PS PS PA PA PA COC COC PO OV LS LS LT LT COC OVGDE OV UD TT TTTT PO LT AGA HVC HVC HVC CC CC UD UD QR QR QMC QMC QMC PO GDE GDE UPL UPL NS PO LS LS OV PO JV JV JV JV JV JV JV JV JV JV JV JV JV JV JV GDE GDE PT GDE 01 L201 01 L202 PT PT PT PTPT PT PT PT PT SHRUBS QTY KEY BOTANICAL COMMON SIZE ROOT NOTES 32 DK DIERVILLA 'G2X88544'KODIAK ORANGE DIERVILLA #3 CONT.48" O.C. 121 AM ARONIA MELANOCARPA 'VIKING'VIKING BLACK CHOKEBERRY #3 CONT. 17 SSM SORBARIA SORBIFOLIA 'SMNSSC'MR. MUSTARD FALSE SPIREA #3 CONT.36" O.C. 28 AMA ARONIA MELANOCARPA 'AUTUMN MAGIC' AUTUMN MAGIC CHOKEBERRY #3 CONT.48" O.C. 42 CSF CORNUS SERICEA 'FLAVIRAMEA'YELLOW TWIG DOGWOOD #3 CONT. 30 VL VIBURNUM LENTAGO NANNYBERRY VIBURNUM #3 CONT. 45 POA PHYSOCARPUS OPULIFOLIUS 'HOOGI018'ANGEL NINEBARK #3 CONT.48" O.C. PERENNIALS QTY KEY BOTANICAL COMMON SIZE ROOT NOTES 146 ACM ASTILBE CHINENSIS 'MAGGIE DALEY'MAGGIE DALEY ASTILBE #1 CONT.18" O.C. 103 AT ASCLEPIAS TUBEROSA BUTTERFLY MILKWEED #1 CONT.18" O.C. 43 AV ASCLEPIAS VERTICILLATA WHORLED MILKWEED #1 CONT.18" O.C. 131 BB BAPTISIA BRACTEATA CREAM WILD INDIGO #1 CONT.18" O.C. 25 BDC BAPTISIA HYBRID 'DARK CHOCOLATE' DECADENCE 'DARK CHOCOLATE' FALSE INDIGO #1 CONT.30" O.C. 148 PDB PENSTEMON DIGITALIS 'BLACKBEARD'BLACKBEARD PENSTEMON #1 CONT.18" O.C. 145 PP PHLOX PANICULATA 'COVER GIRL PP322323' GARDEN GIRLS COVER GIRL PHLOX #1 CONT.18" O.C. 160 SH SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT.18" O.C. 699 SS SCHIZACHYRIUM SCOPARIUM 'THE BLUES'THE BLUES LITTLE BLUESTEM #1 CONT.18" O.C. EVERGREEN TREES QTY KEY BOTANICAL COMMON SIZE ROOT NOTES 15 JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8' HT.B&B RELOCATE EXISTING OR PLANT NEW 6 PA PICEA ABIES NORWAY SPRUCE 6'-8' HT.B&B 4 PS PINUS STROBUS WHITE PINE 6'-8' HT.B&B UNDERSTORY TREES QTY KEY BOTANICAL COMMON SIZE ROOT NOTES 1 AGA AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 1.75" CAL.B&B MULTI-STEM 2 CC CERCIS CANADENSIS EASTERN REDBUD 1.75" CAL.B&B MULTI-STEM 3 HVC HAMAMELIS VIRGINIANA COMMON WITCH HAZEL 1.75" CAL.B&B MULTI-STEM 5 PT POPULUS TREMULOIDES QUAKING ASPEN 1.75" CAL.B&B SINGLE STEM 5 PT POPULUS TREMULOIDES QUAKING ASPEN 1.75" CAL.B&B MULTI-STEM OVERSTORY TREES QTY KEY BOTANICAL COMMON SIZE ROOT NOTES 3 COC CELTIS OCCIDENTALIS 'CHICAGOLAND'CHICAGOLAND HACKBERRY 2.5" CAL.B&B 6 GTS GLEDITSIA TRIACANTHOS VAR. INERMIS 'SHADEMASTER' SHADEMASTER HONEY LOCUST 2.5" CAL.B&B 6 GDE GYMNOCLADUS DIOICUS 'ESPRESSO' ESPRESSO KENTUCKY COFFEETREE 2.5" CAL.B&B 4 LS LIQUIDAMBAR STYRACIFLUA 'MORAINE'MORAINE SWEETGUM 2.5" CAL.B&B 3 LT LIRIODENDRON TULIPIFERA TULIPTREE 2.5" CAL.B&B 1 NS NYSSA SYLVATICA BLACK TUPELO 2.5" CAL.B&B 5 OV OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B 5 PO PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL.B&B 4 QB QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B 3 QM QUERCUS MACROCARPA BUR OAK 2.5" CAL.B&B 4 QMC QUERCUS MUEHLENBERGII CHINKAPIN OAK 2.5" CAL.B&B 2 QR QUERCUS RUBRA NORTHERN RED OAK 2.5" CAL.B&B 3 TD TAXODIUM DISTICHUM BALD CYPRESS 2.5" CAL.B&B 3 TG TILIA CORDATA 'GREENSPIRE'GREENSPIRE LINDEN 2.5" CAL.B&B 3 TT TILIA TOMENTOSA SILVER LINDEN 2.5" CAL.B&B 3 UAP ULMUS AMERICANA 'PRINCETON'PRINCETON ELM 2.5" CAL.B&B 7 UD ULMUS DAVIDIANA VAR. JAPONICA 'MORTON'ACCOLADE ELM 2.5" CAL.B&B 2 UPL ULMUS PARVIFOLIA LACEBARK ELM 2.5" CAL.B&B BULBS QTY KEY BOTANICAL COMMON SIZE ROOT NOTES 79 AP ALLIUM AFLATUNENSE 'PURPLE SENSATION'PURPLE SENSATION ALLIUM 14 CM+BULB NATURALIZED 198 NP NARCISSUS POETICUS VAR. RECURVUS PHEASANT'S EYE DAFFODIL 14 CM+BULB NATURALIZED NOTE: ALL PLANT SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY WAUKEE PARKS AND RECREATION PRIOR TO EXECUTING CHANGES. PARK PLANTING PLAN L200 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         0'15'30'60' N NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - P P . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 1 7 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD SCALE: 1"=30'-0" PARK PLANTING PLAN01SCALE: 1"=30'-0" PARK PLANTING PLAN01 SPADE EDGING, TYP NOTE: SPADE CUT EDGE WHERE PLANTING AREA MEETS LAWN, SEE 06/L300, TYP (42) AV (43) NP (292) SS (25) BDC (160) SH (79) AP (17) SSM (148) PDB (146) ACM (32) DK (131) BB (45) POA (28) AMA (407) SS (103) AT (145) PP (155) NP 24'-8 " R4' 2 9 ' R8'-1 " 11'-3" PROPERTY LINE WATER GAS ELECTRIC SANITARY SEWER STORM SEWER EXISTING CONTOUR1030 LEGEND SHADE TREE ORNAMENTAL TREE SHRUB BULB EVERGREEN TREE EXISTING TREE TO REMAIN PERENNIAL NOTE: SEE PLANTING SCHEDULE ON L200 FOR OVERALL PLANTING QUANTITIES. SHRUBS KEY BOTANICAL COMMON SIZE ROOT NOTES AMA ARONIA MELANOCARPA 'AUTUMN MAGIC'AUTUMN MAGIC CHOKEBERRY #3 CONT.48" O.C. DK DIERVILLA 'G2X88544'KODIAK ORANGE DIERVILLA #3 CONT.48" O.C. POA PHYSOCARPUS OPULIFOLIUS 'HOOGI018'ANGEL NINEBARK #3 CONT.48" O.C. SSM SORBARIA SORBIFOLIA 'SMNSSC'MR. MUSTARD FALSE SPIREA #3 CONT.36" O.C. SXB SYRINGA X 'BLOOMERANG'BLOOMERANGE DARK PURPLE REBLOOMING LILAC #3 CONT.36" O.C. PERENNIALS KEY BOTANICAL COMMON SIZE ROOT NOTES ACM ASTILBE CHINENSIS 'MAGGIE DALEY'MAGGIE DALEY ASTILBE #1 CONT.18" O.C. AT ASCLEPIAS TUBEROSA BUTTERFLY MILKWEED #1 CONT.18" O.C. AV ASCLEPIAS VERTICILLATA WHORLED MILKWEED #1 CONT.18" O.C. BB BAPTISIA BRACTEATA CREAM WILD INDIGO #1 CONT.18" O.C. BC BOUTELOUA CURTIPENDULA SIDEOATS GRAMA #1 CONT.18" O.C. BDC BAPTISIA HYBRID 'DARK CHOCOLATE'DECADENCE 'DARK CHOCOLATE' FALSE INDIGO #1 CONT.30" O.C. HMR HEMEROCALLIS 'ROSY RETURNS'ROSY RETURNS DAYLILY #1 CONT.18" O.C. PDB PENSTEMON DIGITALIS 'BLACKBEARD'BLACKBEARD PENSTEMON #1 CONT.18" O.C. PP PHLOX PANICULATA 'COVER GIRL PP322323'GARDEN GIRLS COVER GIRL PHLOX #1 CONT.18" O.C. SH SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT.18" O.C. SS SCHIZACHYRIUM SCOPARIUM 'THE BLUES'THE BLUES LITTLE BLUESTEM #1 CONT.18" O.C. PLAYGROUND PLANTING PLAN L201 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - P P . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 1 9 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD 0'5'10'20' N SCALE: 1"=10'-0" PLAYGROUND PLANTING PLAN01 INDIAN RIDGE D R I V E (20) CSF (75) AM (18) CSF (46) AM EXTEND MULCH TO BACK OF CURB EXTEND MULCH TO BACK OF CURB NOTE: SPADE CUT EDGE WHERE PLANTING AREA MEETS LAWN, SEE 06/L300, TYP (15) VL (15) VL 2" 2" PROPERTY LINE WATER GAS ELECTRIC SANITARY SEWER STORM SEWER EXISTING CONTOUR1030 LEGEND SHADE TREE ORNAMENTAL TREE SHRUB BULB EVERGREEN TREE EXISTING TREE TO REMAIN PERENNIAL NOTE: SEE PLANTING SCHEDULE ON L200 FOR OVERALL PLANTING QUANTITIES. SHRUBS KEY BOTANICAL COMMON SIZE ROOT NOTES AM ARONIA MELANOCARPA 'VIKING'VIKING BLACK CHOKEBERRY #3 CONT. CSF CORNUS SERICEA 'FLAVIRAMEA'YELLOW TWIG DOGWOOD #3 CONT. VL VIBURNUM LENTAGO NANNYBERRY VIBURNUM #3 CONT. PARKING LOT PLANTING PLAN L202 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - P P . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 1 7 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD 0'5'10'20' N SCALE: 1"=10'-0" PARKING LOT PLANTING PLAN01 1/2" 1/ 4 " JOINT SEALANT MFR: DOW PRODUCT: DOWSIL™ 756 SMS BUILDING SEALANT, OR EQUAL. LIMESTONE COLOR WHEN NEXT TO STANDARD PCC. TOP OF CONCRETE PAVEMENT EXPANSION JOINT FILLER 1/8" 1/ 3 T SAWCUT JOINT TOP OF CONCRETE PAVEMENT T=THICKNESS OF PAVEMENT PROOF-ROLLED SUBGRADE PCC PAVEMENT, SEE 1/L400 THICKENED EDGE (7" MIN), OR EXISTING SIDEWALK, IF EXISTING WALK, POUR UNDER BUTT JOINT WITH EPOXY COATED #5 AT 18" O.C. 1'-0"6" 9"9" 6" 1' - 0 " 3" 2" PA 9" 6" KEEP PLANT MATERIAL 9" FROM CONCRETE EDGE PLANTING SOIL TURF GRASS SPADE-CUT: CLEAN, STRAIGHT EDGE OR CONTINUOUSLY FLOWING CURVE WITH SMOOTH APPEARANCE, DEPENDING ON SHAPE. FILL WITH MULCH PCC EXTEND SUBGRADE PREP BEYOND EDGE OF PAVING TO SUPPORT PAVEMENT DISABLED PARKING R 1 / 2 " PRE-DRILL HOLE TO ACCEPT 5/16" GALVANIZED TAMPER PROOF NUT AND BOLT. DIGITALLY PRINTED VINYL (7 YEAR MIN.) APPLY TO FRONT SIDE OF PANEL. BLUE BACKGROUND WITH WHITE MARKINGS 3/4" TEXT SIZE 18 GAUGE ALUMINUM STANDARD ACCESSIBLE PARKING SIGN BLUE. COLORS SHALL BE REFLECTIVE PER IDOT STANDARDS 9" 1' - 1 1 / 2 " 3/ 4 " 3/ 4 " 4 1/2"4 1/2" PERMIT REQUIRED ADA PARKING SIGN, SEE DETAIL 14/L400, POST HELD DOWN 1 4" BELOW TOP OF SIGN 1/4" BLACK POWDER COATED STEEL CAP, WELD AND GRIND SMOOTH 2" X 2" X 1/4" SQUARE BLACK POWDER COATED POST STEEL POST (2) 5/16" GALVANIZED TAMPER PROOF BOLT,WASHER + NUT, TYP 8" DIA. PCC FOOTING 9' - 7 1 4" ( O V E R A L L P O S T L E N G T H ) 4"4" 6" 5' - 6 " 2' - 6 " 6" 3' - 6 " 6" 6" PCC CURB (INTEGRAL TO PCC SUBBASE) PIP RUBBER PLAY SURFACING, BY OWNER'S INSTALLER, THICKNESS VARIES, SEE L104 1" CLEAN DRAINAGE AGGREGATE5" 1 1/2" T1 T1 = THICKNESS VARIES PER ASTM F1292 R 1 / 4 " T Y P SURFACE VARIES, SEE L300 PROOF-ROLLED SUBGRADE PCC SUBSLAB 6" THICKENED EDGE PIP RUBBER PLAY SURFACING, BY OWNER'S INSTALLER, THICKNESS VARIES, SEE L104 1" CLEAN DRAINAGE AGGREGATE5" T1 T1 = THICKNESS VARIES PER ASTM F1292 PROOF-ROLLED SUBGRADE PCC SUBSLAB 1' T2 PCC THICKENED EDGE, SEE L300 T2 = THICKNESS VARIES, MATCH DEPTH OF PIP RUBBER + PCC SUBBASE 1' 1' PCC, SEE 32 13 13 PROOF ROLLED SUBGRADE T T = THICKNESS OF CONCRETE AND SUBBASE. SEE L100 FOR THICKNESSES BASED ON TYPE ( TYPES 1, 2 ). LIGHT BROOM FINISH 1' PCC WITH LIGHT BROOM FINISH PROOF ROLLED SUBGRADE LAWN R 1 / 4 " R1" R1 1 / 2 " VARIES PER PLAN 6" 1" INTEGRAL CURB CONDITION 2'Ø PCC FOOTING W/ (6) #5 EPOXY COATED VERT. AND (5) EQ SPACED #3 EPOXY COATED REBAR TIES PARK SIGN, NOT IN CONTRACT - SHOWN FOR REFERENCE, FUTURE PROJECT R1' PARK SIGN, NOT IN CONTRACT 1'-1 1/8" 1' - 1 1 / 8 " DROP-IN ANCHOR BOLT CIRCLE 4' #6 DROP-IN ANCHOR, PART #DB-6232-3, (4) TOTAL, FOR FUTURE BREAKAWAY BASE PLATE CONNECTION (BASE PLATE/SIGN, BY OTHERS, NIC) MODIFIED SUBBASE PER SUDAS DIVISION 2 SECTION 2010 PROOF ROLLED SUBGRADE POURED-IN-PLACE PLAY SURFACING, SEE PLAYGROUND SURFACING PLAN PCC SUBBASE, DOWEL TO MOUND PCC W/ (6) #4 EC REBAR (EQ. SPACED IN CIRCLE), 2.5" CLEAR FROM EDGES OF CONCRETE, TYP 1/2" WEAR COURSE, TYP., COLOR: SEE 32 18 16 CIP PCC DOME, PRECAST AT CONTR'S OPTION BASE MAT THICKNESS VARIES, SEE PLAYGROUND SURFACING PLAN VA R I E S S E E PL A N S 7" VARIES, SEE PLANS #4 EC REBAR/GRADE STAKE, BURY INTO SUBGRADE MIN. 12" DEPTH 8" THICKENED EDGE INCIDENTAL TO MOUND 5" 6" PLANTING AREA VARIES, SEE PLANS SOIL PER PLANS FLAGSTONE, SIZE VARIES, SEE PLANS MULCH OR 3 8" LIMESTONE FINES, INFILL BETWEEN JOINTS, SEE PLANS AND NOTES 1" SAND SETTING BED 4" THK. MODIFIED SUBBASE, COMPACTED EXISTING SUBGRADE 3 8" MINUS LIMESTONE FINES NOTES: SOURCE: LOCAL SUPPLIER WITHIN 150 MILE RADIUS, LIMESTONE FINES COLOR TO BE WHITE 6" PIP RUBBER PLAY SURFACING R1/ 4 " TYP 4" 5" T1 T1 = THICKNESS VARIES PER ASTM F1292 1' 6" 1'-2" 2" TRENCH DRAIN @ BEAM CURB 5" T1 T1 = THICKNESS VARIES PER ASTM F1292 1'1' TRENCH DRAIN @ THICKENED EDGE PCC PAVEMENT T2 T2 = THICKNESS VARIES, MATCH DEPTH OF PIP RUBBER + PCC SUBBASE 6"6" SURFACE VARIES, SEE L104 1" CLEAN DRAINAGE AGGREGATE PROOF ROLLED SUBGRADE, TYP. PCC BEAM CURB (4,000 PSI) W/LIGHT BROM FINISH AT TOP PIP RUBBER PLAY SURFACING, BY OWNER'S INSTALLER, THICKNESS VARIES, SEE L104 SUBDRAIN, SEE CIVIL MODIFIED SUBBASE, PER SUDAS PCC THICKENED EDGE, SEE L104 PIP RUBBER PLAY SURFACING, BY OWNER'S INSTALLER, THICKNESS VARIES, SEE L104 1" CLEAN DRAINAGE AGGREGATE SUBDRAIN, SEE CIVIL NONWOVEN GEOTEXTILE FABRIC (MIRAFI 140N, OR EQUAL) NONWOVEN GEOTEXTILE FABRIC (MIRAFI 140N, OR EQUAL) R1/2" PREPARED SUBGRADE TYPE A PAVEMENT WITH INTEGRAL CURB R1" TYPE B PAVEMENT 1 2" SEALED EXPANSION JOINT, TYP 1'1' 6"6" 8" T2 = THICKNESS VARIES, MATCH DEPTH OF PIP RUBBER + PCC SUBBASE 2" 1' - 4 " 1' PLANTING AREA PER PLANS VARIES, SEE PLANS T2 = THICKNESS VARIES, MATCH DEPTH OF PIP RUBBER + PCC SUBBASE STONE SEAT BLOCKS 18" COTTONWOOD LEDGE STONE, SEE PLANS FOR APPROX. LENGTH. SOURCE: AMBORN STONE LLC, 8811 WEST 247TH ST., LOUISBURG, KS 66053. PH: 913-837-6729 4" 4" FLAGSTONE PAVERS 4" SAND SETTING BED 1" FLAGSTONE INFILL AGGREGATE SUBBASE SOIL PER PLANS NATIVE SEED PLANTING AREA COMPACTED AGGREGATE BASE BOULDER, SIZE VARIES, SEE PLANS BOULDER NOTES: SOURCE: AMBORN STONE LLC, 8811 WEST 247TH STREET, LOUISBURG, KS 66053 PH: 913-837-8206 PRODUCT: BLACK MOUNTAIN GRANITE BOULDERS OR APPROVED EQUAL EQUAL TO WIDTH OF BOTTOM OF BOULDER 1' 4"4" T2 T2 = THICKNESS VARIES, MATCH DEPTH OF PIP RUBBER + PCC SUBBASE 6" PCC BEAM CURB 1' - 5 " R1/ 4 " T Y P 4"4" 4" 4" 4" THICKENED EDGE BEAM CURB PCC THICKENED EDGE SAFETY PAD PER MFR. REFER TO SHEET L104 FOR SURFACING DEPTH. INFILL PER MFR. SYNTHETIC PLAYGROUND GRASS, INSTALL PER MFR. 3 4" AND SMALLER ANGULAR STONE AGGREGATE DOWN TO DUST, COMPACTED. PROOF ROLLED SUBGRADE TREATED NAILER BOARD, 3 4" BELOW CONCRETE SURFACE AND SECURE WITH CONCRETE FASTENERS (PER MFR) EVERY TWO FEET. SUBDRAIN, SEE CIVIL SHEETS MODIFIED SUBBASE PER SUDAS DIVISION 2 SECTION 2010 (2) #5 EPOXY COATED BAR, CONTINUOUS, 3" CLR, TYP SURFACE VARIES, SEE PLANS SAFETY PAD PER MFR. REFER TO SHEET L104 FOR SURFACING DEPTH. INFILL PER MFR. SYNTHETIC PLAYGROUND GRASS, INSTALL PER MFR. 3 4" AND SMALLER ANGULAR STONE AGGREGATE DOWN TO DUST, COMPACTED. PROOF ROLLED SUBGRADE TREATED NAILER BOARD, 3 4" BELOW CONCRETE SURFACE AND SECURE WITH CONCRETE FASTENERS (PER MFR) EVERY TWO FEET. SUBDRAIN, SEE CIVIL SHEETS WRAP SIDES AND BOTTOM OF SUBDRAIN TRENCH WITH MIRAFI 140N NONWOVEN GEOTEXTILE OR APPROVED EQUAL WRAP SIDES AND BOTTOM OF SUBDRAIN TRENCH WITH MIRAFI 140N NONWOVEN GEOTEXTILE OR APPROVED EQUAL 01 STANDARD PCC SCALE: 1" = 1'-0" NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - D T . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 3 9 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD SITE DETAILS L300 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         02 EXPANSION JOINT (EJ) SCALE: 6" = 1'-0" 03 CONTROL JOINT SCALE: 6" = 1'-0" 04 CONSTRUCTION JOINT SCALE: 1" = 1'-0" 06 SPADE-CUT EDGE SCALE: 1" = 1'-0" 11 PARKING SIGN POST SCALE: 1" = 1'-0" NOTE: ALL EXPANSION JOINTS TO BE SEALED. SUBMIT SEALANT PRODUCT DATA FOR APPROVAL. 08 PIP RUBBER PLAY SURFACING SCALE: 1" = 1'-0" 10 ENTRY SIGN FOOTING SCALE: 1/2" = 1'-0" 12 PLAY SURFACING RUBBER MOUND SCALE: 1" = 1'-0" 07 FLAGSTONE SCALE: 1 1/2" = 1'-0" 05 CLASS A WALK SCALE: 1" = 1'-0" 14 DRAINAGE TRENCH @ PIP RUBBER SCALE: 3/4" = 1'-0" 15 STONE SEAT BLOCK SCALE: 1" = 1'-0" 16 BOULDERS SCALE: 1" = 1'-0" 09 SYNTHETIC TURF SURFACING SCALE: 1" = 1'-0" 2" M I N . 2X ROOT BALL Ø ROOT BALL (VARIES) PRUNE ANY DEAD OR BROKEN BRANCHES ONLY AFTER PLANTING. DO NOT PRUNE CENTRAL LEADER. REVIEW PRUNING RECOMMENDATIONS WITH LANDSCAPE ARCHITECT. FOR B&B MATERIAL: REMOVE TWINE AND BOTTOM 1/4 OF WIRE BASKET PRIOR TO PLACING IN HOLE. CAREFULLY PLACE ROOTBALL INTO PLANTING HOLE, SET PLUMB AND REMOVE REMAINING BASKET WIRE. CUT AND REMOVE MIN. 2/3 OF BURLAP FROM TOP AND SIDES OF ROOTBALL. PRUNE ANY CIRCLING OR GIRDLING ROOTS AT AND ON THE OUTSIDE OF ROOTBALL. DE-COMPACT SUBGRADE SOILS PER SPECS PLANTING SOIL PER PLANS AND SPECS. TREES WITHIN LAWN AREAS TO BE BACKFILLED WITH NATIVE SOILS. TREES WITHIN PLANTING AREAS TO BE BACKFILLED WITH PLANTING SOILS. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOTBALL IN 6" LIFTS TO STABILIZE TREE. DO NOT OVER COMPACT. WHEN HOLE HAS BEEN FILLED, POUR WATER AROUND THE ROOTBALL TO SETTLE THE SOIL FINISHED GRADE 2" OF DOUBLE SHREDDED HARDWOOD MULCH 4" ROUND-TOPPED SOIL BERM AT PERIPHERY OF ROOTBALL SET ROOT FLARE 1" ABOVE FINISHED GRADE ROOT BALL TO REST ON EXISTING OR COMPACTED SUBGRADE, DO NOT OVER EXCAVATE, COORDINATE DEPTH OF HOLE WITH SIZE OF ROOTBALL AND DESIRE TO SET ROOT FLARE ABOVE FINISH GRADE PER DETAIL. 1' - 0 " 2 3 H T . F R O M F I N I S H G R A D E TO F I R S T B R A N C H 2" Ø UNPEELED CEDAR OR TREATED HARDWOOD STAKES NOTCH WOOD POST OR TACK FLEX TIE WEBBING TO POST WITH GALVANIZED STAPLE OR NAIL ARBOR TIE FLEXIBLE WEBBING DEER PROTECTION, SEE SPECIFICATION SECTION 32 9300 USE (3) STAKES FOR DECIDUOUS TREES OVER 2.5" CAL. ALL OTHER: (2) STAKES. 2X ROOTBALL SET ROOT FLARE 2" ABOVE FINISH GRADE. REMOVE BURLAP AND WIRE CAGE FROM TOP HALF OF ROOTBALL. DOUBLE SHREDDED HARDWOOD MULCH, 2" THICKNESS FINISH GRADE BACKFILL WITH PLANTING SOIL AT PLANTING AREA, NATIVE SOIL AT LAWN UNDISTURBED SUBGRADE 2X ROOTBALL SET ROOT FLARE 2" ABOVE FINISH GRADE. REMOVE BURLAP AND WIRE CAGE FROM TOP HALF OF ROOTBALL. DOUBLE SHREDDED HARDWOOD MULCH, 2" THICKNESS FINISH GRADE BACKFILL WITH PLANTING SOIL AT PLANTING AREA, NATIVE SOIL AT LAWN UNDISTURBED SUBGRADE 1/ 3 - 1 / 2 T R E E H T . 2' M I N . ARBOR TIE FLEXIBLE WEBBING, TIES TO BE LOOSE ENOUGH TO ALLOW MINIMAL TREE MOVEMENT. NOTCH POST OR TACK FLEX WEBBING TO POST WITH GALVANIZED STAPLE OR NAIL. USE (2) STAKES FOR EVERGREEN TREES AT ALL SIZES. 2" DIA. UNPEELED CEDAR OR TREATED HARDWOOD STAKES 2X ROOTBALL SET ROOT FLARE 2" ABOVE FINISH GRADE. REMOVE BURLAP AND WIRE CAGE FROM TOP HALF OF ROOTBALL. DOUBLE SHREDDED HARDWOOD MULCH, 2" THICKNESS FINISH GRADE BACKFILL WITH PLANTING SOIL UNDISTURBED SUBGRADE 18 " O. C . SP A C I N G 1/2 O.C.SPACING 18 " EDGE OF PLANTING AREA PLANT CENTER ROOTBALL SPADE-CUT EDGE DOUBLE SHREDDED HARDWOOD MULCH, 2" THICKNESS UNDISTURBED SUBGRADE SCARIFY NATIVE SOILS PRIOR TO PLACING PLANTING SOILS. BACKFILL WITH PLANTING SOIL, DEPTH PER PLANS, SOIL PER SPECS 3" X 6" MACADAM STONE INSTALL TENCATE - MIRAFI RS3801 GEOTEXTILE FILTER FABRIC (OR EQUAL) BELOW STONE NATIVE SOIL CONSTRUCT PER SUDAS SECTION 9040 - EROSION AND SEDIMENT CONTROL COMPACTED SUBGRADE PER PLANS 6" , M I N . S E E L 5 . 0 1 1' - 0 " 1'-0" CURB DRIV E W A Y W I D T H AS S P E C I F I E D CUR B O P E N I N G BACK OF CURB SEE DETAIL 'A' BACK OF CURB #5 x 36" REINFORCING BAR CENTERED IN THE PAVEMENT DETAIL A: TYPICAL SECTION SIDEWALK THICKNESS THROUGH DRIVEWAY TO MATCH THICKNESS OF DRIVEWAY TRANSITION THE CURB HEIGHT TO 0 INCHES AT END OF TAPER / RADIUS OR AT THE FRONT EDGE OF THE SIDEWALK. DO NOT EXTEND RAISED CURB ACROSS SIDEWALK TYPE B PAVEMENT, SEE DETAIL 2/L6.01 MATCH THICKNESS OF ADJACENT ROADWAY 2' - 6 " 1'-9" 4" MI N . 7 1/2" FOOTING REBAR, ANCHORS, ETC. SHOWN AS REFERENCE. REFER TO MANUFACTURER'S SHOP DRAWINGS AND A100 FOR DETAIL. 2' 2' 2" 3 4" CHAMFER ALL THE WAY AROUND TOP OF ALL SHELTER FOOTINGS TO BE SAME ELEVATION SLOPE CAP FROM POST AT 3% NON-SHRINK GROUT SETTING BED 4"x8"x16" CONCRETE BLOCK, CUT AS NECESSARY TO MATCH DIMENSIONAL NEEDS FAUX STONE WRAP, ADHERE TO CONCRETE BLOCK PER MFR INSTRUCTIONS 1 1/4"1 1/2" 4" CONCRETE SLAB FAUX STONE WRAP STONE CAP EXPOSED CONCRETE FOOTING ELEVATION VIEW SECTION VIEW CEDAR POST DUPLEX GROUND VAULT RECEPTACLE, SEE ME SHEETS 1 2" EJ W/ SEALANT 3 8"x4 1 2" (3 4" I.D. OPENING) STAINLESS STEEL 316 THREADED EYE BOLT, WET SET W/ NUT ATTACHED, OR DRILL AND EPOXY SET 2' 8"Ø 8"Ø PCC FOOTING, FORM TOP 12" OF FOOTING, SET 1" ABOVE FINISHED GRADE, SMOOTH FINISH TOP. SEE PLAN FOR FOOTING LOCATIONS. R 1 / 2 " 1 4"Ø STAINLESS STEEL (BLACK) ROPE SLING, PROVIDE WITH LOCK, (1) TO SECURE EACH CHAIR, VERIFY LENGTH IN FIELD NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - D T . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 4 0 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD SITE DETAILS L301 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         01 OVERSTORY TREE PLANTING AT GRADE SCALE: NTS 02 ORNAMENTAL TREE PLANTING SCALE: NTS 03 EVERGREEN TREE PLANTING SCALE: NTS 04 SHRUB PLANTING SCALE: NTS ##PERENNIAL PLANTING SCALE: NTS 07 STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS 08 CONCRETE DRIVEWAY (SUDAS TYPE A) SCALE: NTS 09 COLUMN WRAP AND FOOTING LOCATION SCALE: 1"=1'-0" 10 CHAIR ANCHOR FOOTING SCALE: 1"=1'-0" LANE SPACE MARKS 2" WIDE x 8" DEEP WITH 3' LONG GAPS BETWEEN (TYP) NEUTRAL ZONE MARKS 12" WIDE x 8" DEEP (TYP) FLEX COURT STRIPING NOTE: DIMENSIONS FOR BASKETBALL COURT LAYOUT ARE FROM THE OUTSIDE TO OUTSIDE OF THE LINES, UNLESS INDICATED OTHERWISE, WITH THE EXCEPTION OF THE DIMENSIONS TO THE COURT CENTERLINES WHICH ARE MEASURED OUTSIDE TO CENTER. FULL COURT LAYOUT LINES SHALL BE 2" WIDE (TWO COATS) OF NON-REFLECTIVE PAINT CONFORMING TO STANDARD SPECIFICATIONS FOR SPORTS COURT (TYP) FURNISH AND INSTALL BASKETBALL GOALS - COMPLETE, INCLUDING CONCRETE FOOTINGS AND ALL ATTACHMENTS. TOP OF CONCRETE FOOTING TO BE FLUSH WITH TOP OF CONCRETE SURFACE. FOOTINGS SHALL BE 18" DIA. x 50" DEEP (MIN), OR GREATER, IF REQUIRED BY MANUFACTURER, SEE DETAIL 03/L401 INNER CIRCLE DASHED LINES TO BE EQUALLY SPACED WITH 14" LONG x 2" WIDE DASHES WITH 14" LONG GAPS BETWEEN CENTERED ON THE COURT AS INDICATED (TYP) STRIPING SPECIFICATION: LINE PAINT: COURT LINES SHALL BE WATER-BASED ACRYLIC EMULSION. A MAXIMUM OF TWO (2) COLORS WILL BE USED. COLORS SHALL BE WHITE AND BLACK. EXECUTION: SURFACE PREPARATION: A.NEW CONCRETE SURFACES SHALL BE ALLOWED TO CURE FOR FOURTEEN (14) DAYS PRIOR TO APPLICATION OF LINES. CONCRETE SURFACES SHALL BE CLEANED AND FREE OF DIRT, GREASE, OR OTHER FOREIGN MATTER. B.CONCRETE SHALL BE DRY, AS WELL AS CLEAN, SINCE MOISTURE ON THE SURFACE ON HOT DAYS CAN TURN TO STEAM OR VAPOR. IF THIS IS TRAPPED UNDER AN APPLICATION OF MATERIAL, BLISTERS MAY OCCUR. FINISH COAT: A.CONCRETE SURFACES SHALL BE CLEANED AND FREE OF DIRT, GREASE, OR OTHER FOREIGN MATTER. B.CONCRETE SURFACE SHALL BE DRY, AS WELL AS CLEAN, SINCE MOISTURE ON HOT DAYS CAN TURN TO STEAM OR VAPOR. IF THIS IS TRAPPED UNDER AN APPLICATION OF MATERIALS, BLISTERS MAY OCCUR. C.NO WORK SHALL BE PERFORMED WHEN RAIN IS IMMINENT. D.THE FINISH LINE STRIPING SHALL NOT BE APPLIED UNTIL THE UNDERLYING SURFACE IS THOROUGHLY DRIED (MIN. 48 HRS.). LAYOUT COURT LINES AS INDICATED ON THE DRAWINGS. LINES SHALL BE APPLIED WITHOUT VARIATIONS IN WIDTH OR ALIGNMENT. WARRANTY: MATERIALS SHALL HAVE A ONE (1) YEAR LIMITED WRITTEN WARRANTY SUPPLIED BY MANUFACTURER. FACE OF BACKBOARD 4' FROM INSIDE EDGE OF FOUL LINE 56 . 0 ' 28 . 0 ' 28 . 0 ' 2. 8 ' 2. 8 ' 6. 0 ' 6. 0 ' 5. 4 ' 5. 4 ' 13 . 8 ' 13 . 8 ' 45.1' 5.4'2.7' 23.9'21.2'2.7' 47.8' 3. 0 ' 3. 0 ' 4.0' 7.0'1.0' 3.0' TYP. 0.2' TYP. 19.0' R19.8 ' 50 ' I N S I D E D I M . 19'-10" INSIDE DIM 43 ' - 1 0 " I N S I D E D I M 15 . 2 ' 10.2' 14 . 2 ' 20.2' 7. 2 ' 3. 2 ' 1.7' 1.0' 3 POINT-LINE CIRCLE DASHED LINES TO BE EQUALLY SPACED WITH 14" LONG x 2" WIDE DASHES WITH 14" LONG GAPS BETWEEN CENTERED ON THE COURT AS INDICATED (TYP). REFER TO DETAIL WHEN 3-POINT LINE INTERSECTS BLACK PICKLEBALL LINES 56 . 0 ' 9. 3 ' 9. 3 ' 9. 3 ' 9. 3 ' 9. 3 ' 9. 3 ' SAW CUT CRACK CONTROL JOINTS TO 1/3 THE DEPTH OF THE CONCRETE (TYP) - REVIEW CONTROL JOINT LAYOUT WITH LA PRIOR TO CUTTING 28 . 0 ' 28 . 0 ' 47.8' 8.9' (TYP) 1.5' 3.5' O F P O L E CONCRETE FOOTING (4000 PSI) - TYP. #5 EPOXY COATED GRADE 40 REBAR - TYP. ANCHOR PLATE/SYSTEM PER MFR.; BY HOOP PROVIDER/INSTALLER. BASKETBALL POLE & HOOP SYSTEM9"9" EXPANSION JOINT W/ SEALANT (TYP) 4' - 2 " BASKETBALL GOAL SYSTEM: MFR:GOALSETTER SYSTEMS, INC. MODEL:MVP CONTACT:BACKYARD ADVENTURES OF IOWA, 3135 99TH STREET, URBANDALE, IA 50322 PH: 515.270.2433 / HTTPS://BACKYARDADVENTURESIOWA.COM/MVP/ OPTIONS/MATERIALS: GROUND ANCHOR: 6" SQUARE X 42" LONG STRUCTURAL STEEL TUBING (3 16" WALL THK.) W/ HINGED 1 2" X 7 3 4" X 9 1 2" STEEL MOUNTING PLATE ON TOP. SET IN CONCRETE FOOTING PER DETAILS. POLE: OFFSET DESIGN, 6" SQUARE STRUC. STEEL TUBING (3 16" WALL THK.) W/ HINGED 1 2" X 7 3 4" X 9 1 2" STEEL MOUNTING PLATE ON BOTTOM. VISUAL HEIGHT INDICATOR ON SIDE OF POLE. HEIGHT: INTERNAL COMPRESSION HEIGHT ADJUSTMENT SYSTEM (US PAT. #5,211,393). ADJUSTABLE BETWEEN 6'-10' VIA REMOVABLE CRANK HANDLE. EXTENSION ARMS: 1 1 2" X 3", 11 GAUGE RECT. STEEL TUBING. BACKBOARD: 42"X72"X3 8" GLASS, MARKED W/ REGULATION BOARDER AND TARGET. EXTENDS FROM POLE MIN. 48" - AT ANY HEIGHT. 1 1 2" SQUARE STRUC. STEEL TUBING FRAME; STEEL RIM MOUNTING PLATE IS 1 4" X 7 1 4" X 10". RIM: HIGH TENSILE ALLOY STEEL W/ RING DIA OF 5 8". BAKED ON POWDERCOAT FINISH. DOUBLE RING STATIC RIM TYPE - SUPPLY W/ NYLON NET. UNCONDITIONAL LIFETIME WARRANTY. HARDWARE: ZINC-PLATED W/ ADDITIONAL ULTRA COAT. ALL PIVOT POINTS PROTECTED W/ NYLON BUSHINGS./ ANCHOR BOLTS USE MAGNI 577 CORROSION RESISTANT COATING. PAINT: ONE COAT SURFACE PRIMER, TWO COATS HIGH GLOSS ACRYLIC ENAMEL - BLACK. MAINTENANCE: PROVIDE GREASE ZERK AND OIL PORT ON THE INTERNAL ADJUSTMENT GOAL. PROVIDE WITH KEYED PINLOCK FOR INTERNAL ADJUSTMENT. WARRANTY: LIMITED LIFETIME ALL PARTS EXCEPT RIM, WHICH SHALL HAVE UNCONDITIONAL LIFETIME WARRANTY. OR EQUAL. PCC COURT GROUND ANCHOR PER MFR. AND INSTALLED PER MFR.'S INSTRUCTIONS; CONTRACTOR TO PREPARE FOOTING - COORD. W/ HOOP PROVIDER/INSTALLER TO OBTAIN GROUND ANCHOR PRIOR TO FOOTING WORK. 1" - 3 " M I N . 1'-6" FORM FOOTING SQUARE AT TOP 5" THICKNESS 6x6 #6 GAUGE GALVANIZED WELDED WIRE MESH PLACED IN LOWER THIRD OF CONCRETE CONTRACTOR OPTION: IN LIEU OF WELDED WIRE MESH, THE CONTRACTOR MAY INSTALL 3/8" DIA. EPOXY COATED STEEL REBAR REINFORCEMENT AT 18" O.C. BOTH WAYS 5" THICK CONCRETE PAVEMENT (4000 PSI) WITH STEEL TROWEL FINISH - REVIEW FINISH EXPECTATIONS WITH OWNER PRIOR TO CONSTRUCTING 1/2" RADIUS EDGES ALONG EXTERIOR OF COURT ONLY (TYP) 3" SAW CUT CONTROL JOINTS TO EXTEND TO 1/3 THE DEPTH OF THE CONCRETE (TYP) MODIFIED SUBBASE, PER SUDAS (TYP) SUBGRADE COMPACTED TO MAX SPD (TYP) SURROUNDING GRADE OF TURF SHALL BE HELD DOWN 1/2" FROM TOP OF CONCRETE (TYP) NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - D T . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 4 0 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD 01 FLEX COURT STRIPING SCALE: #### 04 PCC COURT PAVING SCALE: 1" = 1'-0" FLEX COURT DETAILS L302 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         02 FLEX COURT JOINTING SCALE: #### 03 BASKETBALL GOAL SYSTEM AND FOOTING SCALE: 1" = 1'-0" LC LC LC LC LC LC LC LC LC LC LC LC LC LC LCLC LC CPF WV CPF WVWV CPF CPF CO CO CPS WV WV WHUWV EB UB 100 YR HW = 1023.12 BIORETENTION BASIN #1 7,682 SF BIORETENTION BASIN #1 RIGHT BOTTOM - 7,665 SF TOTAL - 12,011 SF GRADING LIMITS GRADING LIMITS GRADING LIMITS GRADING LIMITS GRADING LIMITS BIORETENTION BASIN #1 LEFT BOTTOM - 4,346 SF TOTAL - 12,011 SF GRADING NOTES 1. ALL SPOT ELEVATIONS ARE AT THE TOP OF FINISHED SURFACES. 2. PRIOR TO ANY SITE EXCAVATION, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER AND/OR LANDSCAPE ARCHITECT, AND CONSULT WITH OWNER'S REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. 3. INSTALL SILT FENCE AT PERMANENT STORM SEWER INLETS SILT FENCE SHALL BE MAINTAINED UNTIL ESTABLISHEMNT OF PERMANENT GROUND COVER OR EROSION CONTROL MEASURE. 4. FINAL BERM SHAPE TO BE APPROVED BY OWNER. 5. SEE SPECS FOR MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS AND PLANTING BEDS. TOPSOIL MINIMUM DEPTH IS TO MEET SUDAS SECTION 2010 REQUIREMENTS. 6. ALL DEBRIS SPILLED ON THE R.O.W. SHALL BE PICKED UP BY THE CONTRACTOR AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. 7. CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISHED GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES, AND LIGHT BASES. 8. BACKFILL TO TOP OF CURB. 9. ADEQUATE SCREENING OF PARKING LOT AREAS WITH EARTH BERMS OR LANDSCAPING SHALL BE PROVIDED IN A MANNER ACCEPTABLE TO THE CITY OF WAUKEE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS, UNLESS OTHERWISE NOTED. ALL NEWLY GRADED GROUND SURFACES SHALL BE FINISHED TO UNIFORM GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSE AREAS OF STANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THIS REQUIREMENT TO THE LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO FINAL GRADING OPERATIONS. STAGING NOTES 1. AGGREGATE AND ENGINEERED SOIL LAYERS IN BIORETENTION AREA SHALL BE INSTALLED AFTER UPSTREAM AREAS ARE FULLY STABILIZED TO PREVENT SEDIMENT FROM CLOGGING THE BIORETENTION PRACTICE. ESTIMATED QUANTITIES ITEM UNIT QUANTITY TOPSOIL STRIP, SALVAGE, & SPREAD CY 8,124 ENGINEERED SOIL MATRIX CY 1,314 EXCAVATION, CLASS 10 CY 10,711 FILL, CLASS 10 CY 5,751 WASTE CY 7,694 SUBBASE CY 230 CHOKER STONE CY 219 DRAINABLE BASE CY 1,532 GRADING NOTES CONTINUED 11. WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN THE NEW WORK AND EXISTING WORK. PONDING AT JOINTS WILL NOT BE ACCEPTED. 12. CONTACT LANDSCAPE ARCHTECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDE WATERPROOFIING WHEN BACKFILLING AGAINST EXISTING BUILDINGS. 13. CONTRACTOR RESPONSIBLE FOR ALL PRIVATE LOCATES NOT COVERED BY THE IOWA ONE CALL SYSTEM. 14. INSTALL TRUNCATED DOMES AT ALL PEDESTRIAN RAMPS. TRUNCATED DOMES SHALL BE CAST IRON PANELS IN NATURAL FINISH. 15. EXCESS TOPSOIL MAY BE USED AS FILL OUTSIDE OF PAVED AREAS. EARTHWORK QUANTITIES VOLUME (CY) TOPSOIL STRIP (1' DEPTH)10,858 TOPSOIL PLACEMENT (8" DEPTH W/ 1.5 SHRINK)8,124 ENGINEERED SOIL MATRIX 1,314 CUT, CLASS 10 10,711 FILL, CLASS 10 (1.3 SHRINK)5,751 WASTE*7,694 *WASTE EXCESS TOPSOIL AND CLASS 10 IN HATCHED AREA IN SW CORNER OF SITE AND GRADE TO DRAIN. M IX DESIG N SHALL FOLLO W THE ISW M M SPECIFICATION FO R BIOSW ALES. THORO UG HLY BLEND ORG ANIC M ATERIALS, SAND AND SOIL TO PRO VIDE A M IXTURE W ITH 0-10% SUITABLE O RG ANIC M ATERIAL, 75-90% SAND AND 0-25% SO IL BY VO LUM E. VARIES 4 :14:1 SIDESLO PES PREP. & SEED BIO RETENTIO N BASIN CRO SS-SECTIO N DETAIL (N.T.S.) 18" ENGINEERED SOIL M ATRIX (CRUSHED STONE) IDO T G RADATION 3 3" CHOKER STO NE 21" BELOW FL O F SUBDRAIN 6" SUBDRAIN BIORETENTIO N BASIN #2 = 1021.50 ELEV. = BIORETENTION BASIN #1 = 1021.00 Remove trash and debris from pretreatment area and bioretention cell.3) Replace mulch when erosion is evident and/or weed growth is excessive.2) season, preferably by pulling or trimming. Replace plants when needed. Prune and thin out plants when needed. Remove weeds throughout the growing 1) BIORETENTION CELL MAINTENANCE REQUIREMENTS ACTIVITY dead or severely diseased vegetation. Trees and shrubs should be inspected to evaluate their health and remove any 3) necessary. Inspect filter strip/grass channel for erosion or gullying. Re-seed or sod as 2) Inspect inflow points for clogging (offline systems). Remove any sediment.1) of hydraulic failure. Look for evidence of standing water in the observation port. This may be a sign 1) time. Replace modified soil layer when ponding greatly exceeds the design drainage 2) Replace pea gravel diaphragm when necessary.1) SCHEDULE Needed Fall, Spring, As Semi-Annually Annually As Necessary PREP. & SEED 1 1 1 0 2 4 .0 ' 1 0 2 3 .0 ' 1 0 2 2 .0 ' 1 0 2 1 .0 ' 1 0 1 6 .0 ' 1 0 1 7 .0 '1 0 1 8 .0 ' 1 0 1 9 .0 ' 1 0 1 5 .0 ' 0 15 30 60 N REVISION DATE NO. permission by Genus Landscape Architects is prohibited. Unauthorized copying, disclosure or construction without written© GENUS LANDSCAPE ARCHITECTS BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO.Z:\Projects2\24007-PAINTEDWOODS-DE\04 CAD\01 Consultant\05 MEC\24-0917 TTLB to consultant\PW-SPS3-30X42.dwg FILE PATH: ---- PLOT: DATE BD P 515.724.7938 WEST DES MOINES, IA 50265 300 4TH ST KCL ENGINEERING MEP CONSULTANT P 515.254.7938 JOHNSON, IA 50131 8191 BIRCHWOOD CT I, FOTH CIVIL ENGINEER P 515.978.0007 WAUKEE, IOWA 50263 230 WEST HICKMAN R CITY OF WAUKEE, IOWA OWNER WAUKEE, IOWA 50263 PAINTED WOODS WEST PARK NOT FOR CONSTRUCTION PRELIMINARY BD GRADING PLAN C100 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         ]landscape architects[ genus LA.COM WWW.GENUS- T 515 284 1010 DES MOINES, IA 50312 SUITE 400 520 42 STREETND 100 YR HW = 1024 .50 CO CO CO LC CPF WV WV CPF CPF CO CO CPS WV WHUWV 1 .5 % 1.5% 1 .5 % 1.5% 1 . 5 % 1.5% 1.5% 6 . 8 % 1 . 5 % 1.5% 8 . 3 % 1.5% 1.5% 1.5% 1.5% 1 . 4 % 1.5% 1 . 5 % 1.5% 1.5% 1.5% 1 . 5 % 1 . 5 % 1 .5 % 1.5 % 1 . 5 % 1.5% 1.5% 1.4 % 1.5% 1.5% 1.5% 1030.79 TC 1031.16 TC 1031.17 EW 1031.24 EW 1031.29 TC 1031.10 TC 1030.99 EW 1030.89 EW 1031.00 TC 1030.95 TC 1030.46 TC 1031.21 1030.55 G 1030.63 G 1030.74 G 1030.82 G 1030.66 TC 1030.61 TC 1030.10 TC 1030.33 TC 1029.81 EW 1029.90 TC 1030.81 TC 1028.49 EW 1028.22 TC 1028.43 TC 1028.31 TC 1028.33 TC 1028.42 TC 1028.54 TC 1028.73 TC 1028.82 EW 1028.70 EW 1029.17 EW 1028.32 G 1028.40 G 1029.01 TC 1028.76 EW 1028.67 EW 1029.15 EW 1029.32 EW 1029.37 EW 1029.37 EW 1029.33 EW 1029.23 EW 1029.15 EW 1028.96 EW 1028.65 EW 1029.11 EW 1029.96 EW 1029.87 EW 1029.10 EW 1028.81 EW 1028.77 EW 1027.80 EW 1027.86 EW 1027.87 EW 1027.60 EW 1027.51 EW 1027.45 EW 1026.99 EW 1027.70 EW1028.67 EW 1028.76 EW 1027.23 EW 1026.84 EW 1028.37 EW 1028.59 EW 1028.05 EW 1027.92 EW 1028.44 EW 1028.60 EW 1028.71 EW 1028.64 EW 1028.86 1028.74 1030.34 1029.56 EW 1028.67 EW 1029.98 EW 1031.79 EW 1031.72 EW 1028.53 EW 1028.64 TC 1028.07 100-YR1028.00 G 1028.10 TC 100-YR 1027.38 1028.55 100-YR 1028.50 G 1025.94 100-YR 1025.75 G 1023.09 100-YR 1025.40 G GRADING LIMITS 1028.66 G 8" PVC SANITARY SEWER 1029.30 G 1028.13 G 15" RCP STORM SEWER 15" RCP STORM SEWER 1024 .0' 1026.0' 1027.0' 1028.0' 1029.0' 1025. 0' 1023.0' CURB 6" STANDARD 1024 .0' 1026.0' 1027.0' 1028.0' 1029.0' 1025. 0' 1023.0' SAINTARY SEWER PROPOSED 4" COPPER SERVICE PROPOSED 1" 6" STANDARD CURB 6" STANDARD CURB 6" TURNED DOWN WALK 6" STANDARD CURB COPPER SERVICE EXISTING 1" WATER MAIN CITY OF WAUKEE 8" PVC STORM SEWER 8 " P V C S T O R M S E W E R 1023.44 G 1025.32 G 3 . 3 % 4.8% 5.2% 6.1% 6.1% 1 . 5 % 1 . 9 % 1 . 5 % 1 . 3 % 2.4% 2 . 8 % 15" RCP STORM SEWER 15" R C P ST O R M SE W ER 1 5 " R C P S T O R M S E W E R REVISION DATE NO. permission by Genus Landscape Architects is prohibited. Unauthorized copying, disclosure or construction without written© GENUS LANDSCAPE ARCHITECTS BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO.Z:\Projects2\24007-PAINTEDWOODS-DE\04 CAD\01 Consultant\05 MEC\24-0917 TTLB to consultant\PW-SPS3-30X42.dwg FILE PATH: ---- PLOT: DATE BD P 515.724.7938 WEST DES MOINES, IA 50265 300 4TH ST KCL ENGINEERING MEP CONSULTANT P 515.254.7938 JOHNSON, IA 50131 8191 BIRCHWOOD CT I, FOTH CIVIL ENGINEER P 515.978.0007 WAUKEE, IOWA 50263 230 WEST HICKMAN R CITY OF WAUKEE, IOWA OWNER WAUKEE, IOWA 50263 PAINTED WOODS WEST PARK NOT FOR CONSTRUCTION PRELIMINARY BD GRADING PLAN C101 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         0 5 10 20 N ]landscape architects[ genus LA.COM WWW.GENUS- T 515 284 1010 DES MOINES, IA 50312 SUITE 400 520 42 STREETND LC LC LCLC LC 1.5% 1.5% 1.5% 1 . 5 % 1.5% 1.5% 1.5% 1. 5 % 1.5 % 1.5% 1 . 5 % 1.5% 1.5 % 4:1 4:1 4 : 1 4:1 4 : 1 4 :1 4 : 1 1 . 5 % 1 . 5 % 1. 5%1.5% 1.5 % 1.5 % 1.5% 1 . 6 %1 . 5 % 1 . 6 % 1 .5 % 1 .5 % 1 .5 % 1 .5 % 1 .5 % 1.5% 1. 5% 1. 5% 1. 5 %1.5% 1.5 % 1.5 % 1 . 5 % 1 .5% 1 .5% 1.5 % 1. 5 % 0 . 8 % 1.5% 1.4% 1.5% 1 . 5 % 1 . 5 % 1 . 5 % 1 . 5 % 1 . 5 % 1 . 5 % 1 .5% 1.5% 1 . 3 % 1.4% 1 . 5 % 1.6% 1 .5 % 1.5% 1.4% 1.5% 1025.60 EW 1025.39 1025.76 EW 1026.02 EW 1025.92 EW 1025.77 EW 1027.40 EW 1027.33 EW 1027.23 EW 1027.16 EW 1027.03 EW 1027.79 EW 1026.82 EW 1026.75 EW 1026.56 EW 1026.36 EW 1026.21 EW 1026.29 EW 1024.82 EW 1024.91 EW 1024.88 EW 1024.89 EW 1025.04 EW 1025.01 EW 1025.71 EW 1025.62 EW 1026.55 EW 1026.79 EW 1026.88 EW 1026.64 EW 1027.10 EW 1027.19 EW 1027.75 EW 1027.84 EW 1027.72 EW 1027.85 EW 1027.92 EW 1027.87 EW 1028.01 EW 1028.10 EW 1027.96 EW 1027.87 EW 1027.74 EW 1027.69 EW 1027.78 EW 1027.79 EW 1027.72 EW 1027.76 EW 1027.67 EW 1027.63 EW 1027.59 EW 1027.59 EW EW 1027.64 EW 1028.01 EW 1028.16 EW 1028.16 EW 1028.17 EW 1028.17 EW 1027.92 EW 1027.55 EW 1027.45 EW 1027.40 EW 1027.38 EW 1028.17 EW 1028.19 EW 1028.44 EW 1028.46 EW 1028.60 EW 1028.76 EW 1028.44 EW 1028.80 EW 1028.62 EW 1028.93 EW 1028.91 EW 1028.54 EW 1028.36 EW 1028.65 EW 1028.64 EW 1028.74 EW 1028.60 EW 1028.77 EW 1028.65 EW 1028.59 EW 1028.55 EW 1028.45 EW 1028.31 EW 1028.37 EW 1027.76 EW 1027.88 EW 1027.88 EW 1027.87 EW 1027.59 EW 1028.51 EW 1028.66 EW 1028.68 EW 1.5% 1028.74 EW 1028.78 EW 1028.63 EW 1028.45 EW 1028.37 EW 1028.52 EW 1027.79 EW 1026.62 EW 1026.47 EW 1027.09 EW 1027.60 EW 1025.93 EW 1025.79 EW 1025.01 EW 1024.86 EW 1024.81 EW 1024.66 EW 1024.42 EW 1024.56 EW 1024.90 EW 1024.97 EW 1024.92 EW 1025.01 EW 1024.99 EW 1025.60 EW 1028.52 EW 1026.75 EW 1026.60 EW 1027.44 100-YR 1027.40 G 1024.11 100-YR 1025.80 G 1025.05 100-YR 1025.00 G 1023.28 100-YR 1026.90 G 1023.19 100-YR 1025.76 G 1023.19 100-YR 1026.86 G 1023.63 100-YR 1027.75 G 1023.83 100-YR 1023.75 G 1022.63 100-YR 1025.06 G 1022.63 100-YR 1023.36 G 100 YR HW = 1023.12 100 YR HW = 1023.12 100 YR HW = 1023.12 POND 2 100 YR ELEV = 1023.12 OVERFLOW ELEV = 1022.70 TOP OF POND = 1024.20 GRADING LIMITS 1 0 1 9 .0 ' 1021.0' 1020.0'1022.0'1024.0' 2.0% 2.8% 2.0% 4 . 5% 1 . 5 % 2 . 0 % OVERFLOW ELEV = 1022.70 1027.98 EW 1028.35 EW 1028.40 EW 1028.02 EW 1027.31 EW 1027.67 EW 1028.37 EW 1 . 5 % 1 . 5 % 1.5%0 . 7 5 % 0.75% 1 . 5 % 1 . 5 % REVISION DATE NO. permission by Genus Landscape Architects is prohibited. Unauthorized copying, disclosure or construction without written© GENUS LANDSCAPE ARCHITECTS BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO.Z:\Projects2\24007-PAINTEDWOODS-DE\04 CAD\01 Consultant\05 MEC\24-0917 TTLB to consultant\PW-SPS3-30X42.dwg FILE PATH: ---- PLOT: DATE BD P 515.724.7938 WEST DES MOINES, IA 50265 300 4TH ST KCL ENGINEERING MEP CONSULTANT P 515.254.7938 JOHNSON, IA 50131 8191 BIRCHWOOD CT I, FOTH CIVIL ENGINEER P 515.978.0007 WAUKEE, IOWA 50263 230 WEST HICKMAN R CITY OF WAUKEE, IOWA OWNER WAUKEE, IOWA 50263 PAINTED WOODS WEST PARK NOT FOR CONSTRUCTION PRELIMINARY BD GRADING PLAN C102 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         0 5 10 20 N ]landscape architects[ genus LA.COM WWW.GENUS- T 515 284 1010 DES MOINES, IA 50312 SUITE 400 520 42 STREETND LC CPF 4 : 1 4 :1 4 : 1 4:1 4: 1 1.5 % 1.5 % 1 . 5 % 1025.93 EW 1025.78 EW POND 1 100 YR ELEV = 1024.50 OVERFLOW ELEV = 1026.00 TOP OF POND = 1026.00 GRADING LIMITS 1028.13 G 1026.0'1027.0' 1023.0' 1023.0' 1024.0' 1024.0' 1025.0' 1025.0' 1028.0' 1025.0' 1 0 2 5 . 0 ' 1 0 2 4 . 0' 24" RCP STORM SEWER 1 5 " R C P S T O R M S E W E R 2 4 " R C P S T O R M S E W E R 8" PVC SANITARY SEWER 8" PVC SANITARY SEWER 8 " P V C S A N IT A R Y S E W E R 8" PVC SANITARY SEWER 18" RCP STORM SEWER 18" RCP STORM SEWER 15" RCP STORM SEWER 1 5 " R C P S T O R M S E W E R 18" CMP STORM SEWER 12" CMP STORM SEWER 1 5 " R C P S T O R M S E W E R 1024.07 G 1023.16 G 1023.10 G 1024.25 G 1023.69 G 1022.85 G 1023.66 G 1023.02 G 3 .0 % OVERFLOW ELEV = 1024.50 REVISION DATE NO. permission by Genus Landscape Architects is prohibited. Unauthorized copying, disclosure or construction without written© GENUS LANDSCAPE ARCHITECTS BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO.Z:\Projects2\24007-PAINTEDWOODS-DE\04 CAD\01 Consultant\05 MEC\24-0917 TTLB to consultant\PW-SPS3-30X42.dwg FILE PATH: ---- PLOT: DATE BD P 515.724.7938 WEST DES MOINES, IA 50265 300 4TH ST KCL ENGINEERING MEP CONSULTANT P 515.254.7938 JOHNSON, IA 50131 8191 BIRCHWOOD CT I, FOTH CIVIL ENGINEER P 515.978.0007 WAUKEE, IOWA 50263 230 WEST HICKMAN R CITY OF WAUKEE, IOWA OWNER WAUKEE, IOWA 50263 PAINTED WOODS WEST PARK NOT FOR CONSTRUCTION PRELIMINARY BD GRADING PLAN C103 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         0 5 10 20 N ]landscape architects[ genus LA.COM WWW.GENUS- T 515 284 1010 DES MOINES, IA 50312 SUITE 400 520 42 STREETND 100 YR HW = 1024 .50 100 YR HW = 1024.50 LC 4:1 4:1 4:1 4:1 1.5% 1 . 5 % 1 .5 % 1.5% 1029.63 EW 1029.78 EW 1029.64 EW 1029.79 EW 1021.72 G POND 1 100 YR ELEV = 1024.50 OVERFLOW ELEV = 1026.00 TOP OF POND = 1026.00 GRADING LIMITS 1 0 2 6 .0 ' 1027.0' 1028.0' 1028.0' 1029.0' 1030.89 2.0% 3.0 % REVISION DATE NO. permission by Genus Landscape Architects is prohibited. Unauthorized copying, disclosure or construction without written© GENUS LANDSCAPE ARCHITECTS BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO.Z:\Projects2\24007-PAINTEDWOODS-DE\04 CAD\01 Consultant\05 MEC\24-0917 TTLB to consultant\PW-SPS3-30X42.dwg FILE PATH: ---- PLOT: DATE BD P 515.724.7938 WEST DES MOINES, IA 50265 300 4TH ST KCL ENGINEERING MEP CONSULTANT P 515.254.7938 JOHNSON, IA 50131 8191 BIRCHWOOD CT I, FOTH CIVIL ENGINEER P 515.978.0007 WAUKEE, IOWA 50263 230 WEST HICKMAN R CITY OF WAUKEE, IOWA OWNER WAUKEE, IOWA 50263 PAINTED WOODS WEST PARK NOT FOR CONSTRUCTION PRELIMINARY BD GRADING PLAN C104 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         0 5 10 20 N ]landscape architects[ genus LA.COM WWW.GENUS- T 515 284 1010 DES MOINES, IA 50312 SUITE 400 520 42 STREETND 100 YR HW = 1024.50 1 0 0 Y R H W = 1 0 2 4.5 0 CO INDIAN RIDGE DRIVE LC LC LC LC LC LC WV EB UB 4:1 1 .5 % 6:1 6:1 1 .5 % 1. 5 % 6 : 1 4 : 1 1. 5 % 1 .5 % 1. 5%1.5% 1.5% 1.5% 1 .5 % 1.5% 1.5% 1.5% 1.4 % 1 . 6 %1 . 5 % 1 . 6 % 1025.60 EW 1025.39 EW 1025.75 EW 1025.92 EW 1025.99 EW 1025.76 EW 1025.47 EW 1025.32 EW 1027.35 EW 1027.55 EW 1028.07 EW 1028.05 EW 1027.30 EW 1025.53 EW 1027.13 EW 1027.83 EW 1028.19 EW 1027.86 EW 1028.16 EW 1028.27 EW 1028.28 EW 1028.43 EW 1027.20 EW 1027.03 EW 1027.22 EW 1026.91 EW 1028.26 EW 1028.28 EW 1028.23 EW 1029.45 EW 1030.34 EW EW 1029.98 EW 1031.79 EW 1028.07 100-YR1028.00 G 1024.63 100-YR 1024.60 G 1025.05 100-YR 1025.00 G 1024.04 100-YR 1023.90 G 1 0 0 Y R H W = 1 0 2 3. 1 2 GRADING LIMITS GRADING LIMITS 1029.24 G 1 0 2 4 . 0' 1 0 2 3 . 0' 1 0 2 5 . 0' 1 0 2 4. 0' 1 0 2 6.0' 1 0 2 7. 0' 1025.0' CI TY O F W A U K EE W A TER M AI N 1031 .0 ' 1032.0' CITY OF WAUKEE WATER MAIN COPPER SERVICE EXISTING 1" 1027.13 1026.73 1024.89 1027.74 1032.03 1024.0' 1026.0' 1024.0' 1026.0'1028.0'1030.0' 1026.12 3. 0 % 2 . 8 % 2 .5 % 7.5% 5.0% 3.0% 1031.0' 1 0 3 2 .0 ' 1031.0' 1 0 3 2 .0 ' 1 . 8 % REVISION DATE NO. permission by Genus Landscape Architects is prohibited. Unauthorized copying, disclosure or construction without written© GENUS LANDSCAPE ARCHITECTS BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO.Z:\Projects2\24007-PAINTEDWOODS-DE\04 CAD\01 Consultant\05 MEC\24-0917 TTLB to consultant\PW-SPS3-30X42.dwg FILE PATH: ---- PLOT: DATE BD P 515.724.7938 WEST DES MOINES, IA 50265 300 4TH ST KCL ENGINEERING MEP CONSULTANT P 515.254.7938 JOHNSON, IA 50131 8191 BIRCHWOOD CT I, FOTH CIVIL ENGINEER P 515.978.0007 WAUKEE, IOWA 50263 230 WEST HICKMAN R CITY OF WAUKEE, IOWA OWNER WAUKEE, IOWA 50263 PAINTED WOODS WEST PARK NOT FOR CONSTRUCTION PRELIMINARY BD GRADING PLAN C105 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         0 5 10 20 N ]landscape architects[ genus LA.COM WWW.GENUS- T 515 284 1010 DES MOINES, IA 50312 SUITE 400 520 42 STREETND LC LC 4 : 1 4 : 1 4 : 1 4 : 1 4 : 1 1 . 5 % 4 : 1 1. 5 % 1 .5 % 4:1 4: 1 4:1 6:1 6:1 1 .5 % 1. 5 % 6 : 1 1. 5 % 1 .5 % 1. 5%1.5% 1.5% 1 . 6 %1 . 5 % 1 . 6 % 4 : 1 1025.60 EW 1025.39 EW 1025.75 EW 1025.92 EW 1025.99 EW 1025.76 EW 1025.77 EW 1025.92 EW 1025.75 EW 1025.99 EW 1024.42 EW 1024.56 EW 1024.33 EW 1024.47 EW 1024.19 EW 1024.04 EW 1023.73 EW 1024.31 EW 1024.58 EW 1024.70 EW 1024.46 EW OVERFLOW 1023.88 EW 1024.21 EW 1024.73 EW EW 1024.06 EW 1025.47 EW 1025.32 EW 1027.35 EW 1027.55 EW 1028.07 EW 1028.05 EW 1027.30 EW 1025.53 EW 1027.13 EW 1027.83 EW 1028.19 EW 1027.86 EW 1028.16 EW 1028.27 EW 1028.28 EW 1028.26 EW 1028.28 EW 1028.23 EW 1024.63 100-YR 1024.60 G 1025.05 100-YR 1025.00 G 1024.04 100-YR 1023.90 G 1022.63 100-YR 1022.90 100-YR 1022.80 G 1 0 0 Y R H W = 1 0 2 3. 1 2 100 YR HW = 1023.12 100 YR HW = 1023.12 POND 2 100 YR ELEV = 1023.12 OVERFLOW ELEV = 1022.70 TOP OF POND = 1024.20 1023.83 100-YR 1023.70 G GRADING LIMITS GRADING LIMITS 1 0 2 4 . 0' 1 0 2 3 . 0' 1 0 2 5 . 0' 1 0 2 7. 0' 1018.0' 1 0 2 4. 0' 1 0 2 5 . 0' 1022.0' 1 0 2 4. 0' 1 0 2 6. 0' 1020.0' 1026.0' 1019.15 1023.25 1026.12 3. 0 % 7.5% 5.0% 3.0% REVISION DATE NO. permission by Genus Landscape Architects is prohibited. Unauthorized copying, disclosure or construction without written© GENUS LANDSCAPE ARCHITECTS BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO.Z:\Projects2\24007-PAINTEDWOODS-DE\04 CAD\01 Consultant\05 MEC\24-0917 TTLB to consultant\PW-SPS3-30X42.dwg FILE PATH: ---- PLOT: DATE BD P 515.724.7938 WEST DES MOINES, IA 50265 300 4TH ST KCL ENGINEERING MEP CONSULTANT P 515.254.7938 JOHNSON, IA 50131 8191 BIRCHWOOD CT I, FOTH CIVIL ENGINEER P 515.978.0007 WAUKEE, IOWA 50263 230 WEST HICKMAN R CITY OF WAUKEE, IOWA OWNER WAUKEE, IOWA 50263 PAINTED WOODS WEST PARK NOT FOR CONSTRUCTION PRELIMINARY BD GRADING PLAN C106 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         0 5 10 20 N ]landscape architects[ genus LA.COM WWW.GENUS- T 515 284 1010 DES MOINES, IA 50312 SUITE 400 520 42 STREETND LC LC LC LC LC LC LC LC LC LC LC LC LC LCLC LC WV EB UB CPF WV CPF WVWV CPF CPF CO CO CPS WV WV WHU TYPE 4A TYPE 4B TYPE 4 2" m ax. 2" m ax. " m in.4 3 "8 1" + 8 719 " m in.2 11 "4 1" + 8 725 " m in.4 3 " m in.4 3 " m in.2 11 For Placem ent on 18" basin For Placem ent on 24" basin -Monthly for first uear after installation. Measure depth of sediment/debris in sump of storm structure.1) BIORETENTION OUTLET STRUCTURE MAINTENANCE REQUIREMENTS ACTIVITY Maintenance is best done with a vacuum truck2) larger than normal accumulation of pollutants -Structure should also be cleaned if a spill or other incident causes a structure. Remove all sediment, surface pollutants, and debris from sump of storm 1) serviced/replaced immediately -In the event of an oil spill, the Bio-Skirt should be checked and of the boom is submerged/saturated -Bio-Skirt should be serviced or replaced annually or when more than 2/3 Service or replace Bio-Skirt2) -Monthly for first year after installation Check Bio-Skirt for level of saturation1) Open/close access hatch2) -Clear vent by flushing or clearing with a flexible wire Inspect anti-siphon vent and access hatch1) SCHEDULE half full When sump is Annually Annually of 0.5" or more After every rain event 18'' 24'' 24'' 30'' 30'' 36'' 12'' 15'' 18'' 21'' 24'' 27'' INTAKE SIZE - CASE 1 D1 Diameter, Outlet Pipe D2 Diameter, Minimum Riser 1 1 Class 3 RCP Risers Depth 12'' min. 18'' 24'' 24'' 30'' 30'' 36'' 12'' 15'' 18'' 21'' 24'' 27'' INTAKE SIZE - CASE 1 D1 Diameter, Outlet Pipe D2 Diameter, Minimum Riser (varies) Diameter, D2 Riser 12'' min. 1 to Flowline Granular Backfill Fill With 3" Clean Square Edge 2' Wide Opening 1" Clean Bedding Material 8'' min. 21" 2 18" 6" 4 2 3 SW -604 Type 4 1 1 S-62 = 1021.00 FL Out S-13 = 1020.15 S-62 = 1013.75 Bottom W ell = S-13 = 1011.75 8'' min. Bioretention Basin Sideslope S-62 = 1019.75 Inlet 6" Subdrain = S-13 = 1020.00 S-62 = 1023.00 Inlet Elevation = S-13 = 1022.50 S-62 = 1021.50 Pond Bottom Elevation = S-13 = 1021.00 SW -512 W ITH BIORETENTION OUTLET STRUCTURE 1 2 3 4 3" holes at 90° spacing. Install with engineering fabric 42" from bottom on interior and exterior. Backfill with 1" clean to 6" below FL. 12 inch minimum riser height above all pipes.1 2 3 4 3" holes at 90° spacing. Install with engineering fabric 42" from bottom on interior and exterior. Backfill with 1" clean to 21" below FL. 12 inch minimum riser height above all pipes. UTILITY NOTES 1. ALL STORM SEWER STRUCTURES SHALL BE NYLOPLAST DRAINAGE STRUCTURES UNLESS OTHERWISE NOTED 2. THE STATEWIDE URBAN DESIGN AND SPECIFICATION, 2024 EDITION, AND THE CITY OF WAUKEE SUPPLEMENTAL SPECIFICATIONS SHALL APPLY TO ALL UTILITY CONSTRUCTION WORK ON THIS PROJECT. 3. SUBDRAIN CONNECTIONS TO STRUCTURES OR STORM SEWER PIPE SHALL BE CORE-DRILLED AND CONSIDERED INCIDENTAL TO SUBDRAIN INSTALLATION. 4. ANY EXISTING TILE LINES ENCOUNTERED DURING UTILITY CONSTRUCTION SHALL BE REPAIRED OR CONNECTED INTO EXISTING OR PROPOSED STORM SEWER FACILITIES & LOCATIONS PROVIDED FOR AS-BUILT. 5. ALL STORM SEWER PIPE BID LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTHS SHOWN ON PLANS ARE CONSTRUCTION/DESIGN LENGTH. 6. ALL WATER LINES SHALL HAVE A MINIMUM 5.5' OF COVER UNLESS OTHERWISE NOTED. 7. REFER TO ARCHITECTURAL SHEETS FOR BUILDING SERVICE CONNECTION. (S-13) (S-62) S-62 = 1022.25 Inlet 3" Opening= S-13 = 1021.75 0 15 30 60 N REVISION DATE NO. permission by Genus Landscape Architects is prohibited. Unauthorized copying, disclosure or construction without written© GENUS LANDSCAPE ARCHITECTS BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO.Z:\Projects2\24007-PAINTEDWOODS-DE\04 CAD\01 Consultant\03 Civil\To\24-1021 TTBL\PW-SPS3-30X42.dwg FILE PATH: ---- PLOT: DATE BD P 515.724.7938 WEST DES MOINES, IA 50265 300 4TH ST KCL ENGINEERING MEP CONSULTANT P 515.254.7938 JOHNSON, IA 50131 8191 BIRCHWOOD CT I, FOTH CIVIL ENGINEER P 515.978.0007 WAUKEE, IOWA 50263 230 WEST HICKMAN R CITY OF WAUKEE, IOWA OWNER WAUKEE, IOWA 50263 PAINTED WOODS WEST PARK NOT FOR CONSTRUCTION PRELIMINARY BD UTILITY PLAN C200 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         ]landscape architects[ genus LA.COM WWW.GENUS- T 515 284 1010 DES MOINES, IA 50312 SUITE 400 520 42 STREETND ESTIMATED QUANTITIES ITEM UNIT QUANTITY LFSTORM SEWER, PVC, 10"1,884 SANITARY SEWER CLEANOUT, 4" SANITARY SEWER SERVICE, TRENCHED, PVC, 4"LF EA 4 245 WATER SERVICE, PEX, TYPE A, 1"LF 244 WATER SERVICE, CORPORATION 1EA FITTING, 4" X 4" WYE, PVC, 4"EA 2 LFSUBDRAIN, 4"457 LFSUBDRAIN, 6"524 EASUBDRAIN CLEANOUT, 4"4 SUBDRAIN CLEANOUT, 6"EA 5 LFSTORM SEWER, PVC, 18"419 EACMP APRON, 18"7 EASW-502, 48"1 AREA INTAKE, 24" NYOPLAST 2 EASW-512, 18" TYPE 4B 1 AREA INTAKE, 18" NYOPLAST 21EA EA EASW-512, 24" TYPE 4B 1 EABMP SNOUT 4 1026.0' 1 0 2 7 .0 ' 1 0 2 8 .0 ' 1025.0' 1 0 2 8 .0 ' 1 0 2 9 .0 ' 1016.0' 1017.0' 1018.0' 1019.0' 1021.0' 1024.0' 1022.0' 1023.0' 1020.0' 1025.0' 1 0 2 6.0' 1025.0' 1 0 2 7 .0 ' 1016.0' 1015.0' 1 0 1 7.0' 1018.0' 1 0 1 9 .0 ' 1021.0' 1022.0' 1020.0' 1024.0' 1026.0' 1027.0' 1025.0' 1 0 2 4 . 0 ' 1 0 2 5 . 0 ' 1 0 2 9 .0 ' 1031.0' 1 0 3 2 .0 ' 1032.0' 1030.0' 1023.0' 1023.0' 1024.0' 1024.0' 1 0 2 6 .0 ' 1026.0' 1 0 2 7 .0 ' 1027.0' 1 0 2 5 .0 ' 1025.0' NOT TO SCALE LC LC LC LCLC LC CO CPF WV WV CPF CPF CO CO 1 2 3 4 5 6 7 8 1 1 Class 3 RCP Risers Depth 12'' min. (varies) Diameter, D2 Riser 12'' min. 1 to Flowline Granular Backfill Fill With 3" Clean Square Edge 2' Wide Opening 1" Clean Bedding Material 8'' min. 21" 2 18" 6" 4 2 3 SW-604 Type 4 1 1 S-51 = 1021.65 S-30 = 1021.70 S-20 = 1023.45 FL Out S-6 = 1021.98 S-51 = 1018.05 S-30 = 1018.95 S-20 = 1021.05 Bottom W ell = S-6 = 1020.75 8'' min. S-51 = 1022.80 S-30 = 1023.70 S-20 = 1025.80 Inlet Elevation = S-6 = 1025.50 SW -512 W ITH BMP SNOUT 1 2 3 4 1 2 3 4 3" holes at 90° spacing. Install with engineering fabric 42" from bottom on interior and exterior. Backfill with 1" clean to 21" below FL. 12 inch minimum riser height above all pipes. S-51 = 1022.05 S-30 = 1022.95 S-20 = 1025.05 Inlet 3" Opening= S-6 = 1024.75 18'' 24'' 24'' 30'' 30'' 36'' 12'' 15'' 18'' 21'' 24'' 27'' INTAKE SIZE - CASE 1 D1 Diameter, Outlet Pipe D2 Diameter, Minimum Riser 18'' 24'' 24'' 30'' 30'' 36'' 12'' 15'' 18'' 21'' 24'' 27'' INTAKE SIZE - CASE 1 D1 Diameter, Outlet Pipe D2 Diameter, Minimum Riser 0 10 20 40 N REVISION DATE NO. permission by Genus Landscape Architects is prohibited. Unauthorized copying, disclosure or construction without written© GENUS LANDSCAPE ARCHITECTS BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO.Z:\Projects2\24007-PAINTEDWOODS-DE\04 CAD\01 Consultant\03 Civil\To\24-1021 TTBL\PW-SPS3-30X42.dwg FILE PATH: ---- PLOT: DATE BD P 515.724.7938 WEST DES MOINES, IA 50265 300 4TH ST KCL ENGINEERING MEP CONSULTANT P 515.254.7938 JOHNSON, IA 50131 8191 BIRCHWOOD CT I, FOTH CIVIL ENGINEER P 515.978.0007 WAUKEE, IOWA 50263 230 WEST HICKMAN R CITY OF WAUKEE, IOWA OWNER WAUKEE, IOWA 50263 PAINTED WOODS WEST PARK NOT FOR CONSTRUCTION PRELIMINARY BD UTILITY PLAN C201 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         ]landscape architects[ genus LA.COM WWW.GENUS- T 515 284 1010 DES MOINES, IA 50312 SUITE 400 520 42 STREETND N 570791.98, E 1533216.19 CONNECT TO EXISTING 1" COPPER SERVICE FIELD VERIFY LOCATION AND ELEVATION N 570686.48, E 1533225.85 45° HORIZONTAL BEND T/P = 1024.44 N 570647.67, E 1533192.70 45° HORIZONTAL BEND T/P = 1024.42 N 570639.38, E 1533105.38 CAP AND MARK END FOR CONNECTION TO RESTROOM T/P = 1023.50 N 570782.45, E 1533221.61 CONNECT TO EXISTING 4" PVC SERVICE FIELD VERIFY LOCATION AND ELEVATION 4" SANITARY CEANOUT FL = 1019.50, FG = 1031.62 N 570685.89, E 1533230.78 4" X 4" PVC WYE 4" SANITARY CLEANOUT FL = 1021.93, FG = 1030.66 N 570642.89, E 1533195.24 4" X 4" PVC WYE 4" SANITARY CLEANOUT FL = 1023.32, FG = 1028.16 N 570634.40, E 1533105.85 CAP AND MARK END FOR CONNECTION TO RESTROOM 4" SANITARY CLEANOUT FL = 1025.50, FG = 1029.50 1026.0' 1 0 2 7.0' 1 0 2 8 .0 ' 1 0 2 8 .0 ' 1 0 2 9 .0 ' 1021.0' 1022.0' 1 0 2 3 .0 ' 1 0 2 4 .0 ' 1 0 2 6.0' 1025.0'1 0 2 7 .0 ' 1023.0' 1023.0' 1024.0' 1024.0' 1025.0' 1 0 2 5 .0 ' 1 0 2 3 .0 ' 1 0 2 4 .0 ' 1 0 2 5.0' 1026.0' 1027.0' 1028.0' 1029.0' 10 25 .0' EXISTING FL OUT = 1019.12 (P-13) N 570477.74, E 1532514.01 STRUCTURE S-13, SW-512 (24) TYPE 4B W/ BMP SNOUT N 570478.11, E 1532591.97 INLET ELEV = 1022.50 3" OPENING [= 1021.75 FL IN = 1019.61 (P-11) FL IN = 1019.61 (P-12) FL OUT = 1019.57 (P-13) BOTTOM WELL = 1011.75 STRUCTURE S-12, NYOPLAST (18) TYPE 4A N 570432.59, E 1532628.99 INLET ELEV = 1022.50 FL OUT = 1019.61 (P-12) BOTTOM WELL = 1011.75 STRUCTURE S-11, NYOPLAST (18) TYPE 4A N 570513.69, E 1532573.47 INLET ELEV = 1022.50 FL IN = 1019.61 (P-10) FL OUT = 1019.61 (P-11) BOTTOM WELL = 1011.75 SD FL = 1019.50 STRUCTURE S-10, NYOPLAST (18) TYPE 4A N 570570.87, E 1532558.49 INLET ELEV = 1022.50 FL OUT = 1019.61 (P-10) BOTTOM WELL = 1011.75 SD FL = 1019.50 STRUCTURE S-6, NYOPLAST (18) 4A N 570601.39, E 1532871.64 INLET ELEV = 1025.50 FL IN = 1022.18 (P-5) FL OUT = 1021.98 (P-6) BOTTOM WELL = 1020.75 INSTALL BMP SNOUT SUBDRAIN CLEANOUT N 570604.68, E 1532671.39 FL = 1020.50 SUBDRAIN CLEANOUT N 570533.73, E 1532636.99 FL IN = 1020.50 STRUCTURE S-20, NYOPLAST (18) TYPE 4A N 570369.16, E 1532910.48 INLET ELEV = 1025.80 FL OUT = 1023.45 (P-20) BOTTOM WELL = 1021.05 INSTALL BMP SNOUT SUBDRAIN CLEANOUT N 570408.26, E 1533056.91 FL OUT = 1021.00 STRUCTURE S-5, NYOPLAST (18) TYPE 4A N 570623.84, E 1533015.93 INLET ELEV = 1025.75 FL IN = 1023.00 (P-3) FL IN = 1023.00 (P-4) FL OUT = 1022.90 (P-5) BOTTOM WELL = 1021.00 STRUCTURE S-4, NYOPLAST (18) TYPE 4A N 570565.84, E 1533075.84 INLET ELEV = 1027.50 FL OUT = 1023.49 (P-4) BOTTOM WELL = 1022.99 SD FL = 1025.00 SUBDRAIN CLEANOUT N 570569.05, E 1533116.28 FL = 1025.81 SUBDRAIN CLEANOUT N 570523.82, E 1533088.20 FL = 1025.19 STRUCTURE S-45, NYOPLAST (18) TYPE 4A N 570501.84, E 1533056.92 INLET ELEV = 1028.24 FL OUT = 1023.63 (P-45) BOTTOM WELL = 1023.06 STRUCTURE S-3, NYOPLAST (18) TYPE 4A N 570704.28, E 1533100.32 INLET ELEV = 1028.50 FL IN = 1023.70 (P-2) FL OUT = 1023.60 (P-3) BOTTOM WELL = 1023.10 STRUCTURE S-2, SW-502 (48) N 570672.74, E 1533164.08 TOP OF CURB ELEV = 1028.10 FL IN = 1024.23 (P-1) FL OUT = 1024.13 (P-2) BOTTOM WELL = 1019.63 STRUCTURE S-43, NYOPLAST (18) TYPE 4A N 570517.32 FORM GRADE = 1026.90 FL OUT = 1022.08 (P-43) BOTTOM WELL = 1021.58 SUBDRAIN CLEANOUT N 570482.20, E 1533138.53 FL = STRUCTURE S-46, NYOPLAST (18) TYPE 4A N 570464.42, E 1533119.18 INLET ELEV = 1026.86 FL IN = 1023.20 (P-45) FL OUT = 1023.10 (P-46) BOTTOM WELL = 1022.11 STRUCTURE S-47, NYOPLAST E(18) TYPE 4A N 570461.10, E 1533156.34 INLET ELEV = 1025.76 FL IN = 1022.89 (P-46) FL OUT = 1022.79 (P-47) BOTTOM WELL = 1021.01 STRUCTURE S-7, DR-201 (18) N 570589.94, E 1532671.08 FL OUT = 1021.00 (P-6) END OF APRON STRUCTURE S-21, DR-201 (18) N 570376.81, E 1532995.05 FL OUT = 1023.00 (P-20) P-6 18" PVC 194' @ 0.51% P- 1 0 1 0 " P V C 5 8' @ 0. 0 0 % P-1 1 1 0" P V C 3 8' @ 0.0 0 % P-12 10" PVC 57' @ 0.00 % P-13 10" PVC 76' @ 0.51% P-5 12" PVC 144' @ 0.50% P-4 10" PVC 82' @ 0.60 % P-3 10" PVC 115' @ 0.52% P- 2 10" P V C 68' @ 0. 63% P-1 10" PVC 51' @ 0.52% P-20 18" PVC 78' @ 0.90% P- 4 5 1 0" P V C 6 5' @ 0. 6 6 % P-46 10" PVC 36' @ 0.59% P- 4 7 1 0" P V C 4 8' @ 0. 6 0 % P-48 10" PVC 39' P-43 10" PVC P-60 10" PVC 121' @ 0.00% 4" SUBDRAIN - 41' 6" SUBDRAIN - 67' 6" SUBDRAIN - 118' 6 " S U B D R A I N - 6 3 4 " S U B D R A I N 1 9'4" SUBDRAIN 21' 4" SUBDRAIN 20' 4" SUBDRAIN 57' 4 " SUBDRA IN - 62' 4" S U B D R AI N 42' 4" S U B D R AI N 11' 4" SUBDRAIN 44' 4 " S U B D R A I N 2 4 ' 4" SUBDRAIN 44' 4" SUBDRAIN - 53' 4 " S U B D R AI N 1 6' 4" PVC @ 2.43% 1" PEX, TYPE A SERVICE 3 4 8 STORM SEWER EXISTING 24" RCP STORM SEWER EXISTING 15" RCP STORM SEWER EXISTING 18" CMP STORM SEWER EXISTING 12" CMP STRUCTURE S-60, NYOPLAST (18) TYPE 4A N 570357.74, E 1533060.69 INLET ELEV = 1023.00 3" OPENING = 1022.75 FL OUT = 1019.22 BOTTOM WELL = 1015.00 STRUCTURE S-61, NYOPLAST (18) TYPE 4A N 570380.93, E 1533180.73 INLET ELEV = 1023.00 FL IN = 1019.22 (P-60) FL OUT = 1019.22 (P-61) BOTTOM WELL = 1015.00 STRUCTURE S-50, NYOPLAST (24) TYPE 4B N 570430.76, E 1533210.23 INLET ELEV = 1023.36 FL IN = 1022.17 (P-48) FL IN = 1022.17 (P-49) FL OUT = 1022.07 (P-50) BOTTOM WELL = 1018.61 STRUCTURE S-48, NYOPLAST (18) TYPE 4A N 570414.06, E 1533172.97 INLET ELEV = 1023.50 FL IN = 1022.50 (P-47) FL OUT = 1022.40 (P-48) BOTTOM WELL = 1019.00 LC LC LC LC LC LC LC LC LC LCLC LC CO CO CO CPF CO CO CPS WV WV WHUWV EB UB 1 2 3 4 5 6 7 8 1 1 Class 3 RCP Risers Depth 12'' min. (varies) Diameter, D2 Riser 12'' min. 1 to Flowline Granular Backfill Fill With 3" Clean Square Edge 2' Wide Opening 1" Clean Bedding Material 8'' min. 21" 2 18" 6" 4 2 3 SW-604 Type 4 1 1 S-51 = 1021.65 S-30 = 1021.70 S-20 = 1023.45 FL Out S-6 = 1021.98 S-51 = 1018.05 S-30 = 1018.95 S-20 = 1021.05 Bottom W ell = S-6 = 1020.75 8'' min. S-51 = 1022.80 S-30 = 1023.70 S-20 = 1025.80 Inlet Elevation = S-6 = 1025.50 SW -512 W ITH BMP SNOUT 1 2 3 4 1 2 3 4 3" holes at 90° spacing. Install with engineering fabric 42" from bottom on interior and exterior. Backfill with 1" clean to 21" below FL. 12 inch minimum riser height above all pipes. S-51 = 1022.05 S-30 = 1022.95 S-20 = 1025.05 Inlet 3" Opening= S-6 = 1024.75 18'' 24'' 24'' 30'' 30'' 36'' 12'' 15'' 18'' 21'' 24'' 27'' INTAKE SIZE - CASE 1 D1 Diameter, Outlet Pipe D2 Diameter, Minimum Riser 18'' 24'' 24'' 30'' 30'' 36'' 12'' 15'' 18'' 21'' 24'' 27'' INTAKE SIZE - CASE 1 D1 Diameter, Outlet Pipe D2 Diameter, Minimum Riser 0 10 20 40 N REVISION DATE NO. permission by Genus Landscape Architects is prohibited. Unauthorized copying, disclosure or construction without written© GENUS LANDSCAPE ARCHITECTS BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO.Z:\Projects2\24007-PAINTEDWOODS-DE\04 CAD\01 Consultant\03 Civil\To\24-1021 TTBL\PW-SPS3-30X42.dwg FILE PATH: ---- PLOT: DATE BD P 515.724.7938 WEST DES MOINES, IA 50265 300 4TH ST KCL ENGINEERING MEP CONSULTANT P 515.254.7938 JOHNSON, IA 50131 8191 BIRCHWOOD CT I, FOTH CIVIL ENGINEER P 515.978.0007 WAUKEE, IOWA 50263 230 WEST HICKMAN R CITY OF WAUKEE, IOWA OWNER WAUKEE, IOWA 50263 PAINTED WOODS WEST PARK ]landscape architects[ genus LA.COM WWW.GENUS- T 515 284 1010 DES MOINES, IA 50312 SUITE 400 520 42 STREETND NOT FOR CONSTRUCTION PRELIMINARY BD UTILITY PLAN C202 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         N 570791.98, E 1533216.19 CONNECT TO EXISTING 1" COPPER SERVICE FIELD VERIFY LOCATION AND ELEVATION N 570686.48, E 1533225.85 45° HORIZONTAL BEND T/P = 1024.44 N 570647.67, E 1533192.70 45° HORIZONTAL BEND T/P = 1024.42 N 570639.38, E 1533105.38 CAP AND MARK END FOR CONNECTION TO RESTROOM T/P = 1023.50 N 570782.45, E 1533221.61 CONNECT TO EXISTING 4" PVC SERVICE FIELD VERIFY LOCATION AND ELEVATION 4" SANITARY CEANOUT FL = 1019.50, FG = 1031.62 N 570685.89, E 1533230.78 4" X 4" PVC WYE 4" SANITARY CLEANOUT FL = 1021.93, FG = 1030.66 N 570642.89, E 1533195.24 4" X 4" PVC WYE 4" SANITARY CLEANOUT FL = 1023.32, FG = 1028.16 N 570634.40, E 1533105.85 CAP AND MARK END FOR CONNECTION TO RESTROOM 4" SANITARY CLEANOUT FL = 1025.50, FG = 1029.50 1016.0' 1 0 1 7 .0 ' 1018.0' 1 016.0' 1017.0' 1018.0' 1019.0' 1 0 2 0 .0 ' 1021.0'1022.0' 1 0 2 3 .0 ' 1024.0' 1025.0' 1 0 2 6.0' 1024.0' 1 0 2 5 .0 ' 1030.0' 1032.0' 1031.0' 1024.0' 1026.0' 1025.0' STRUCTURE S-6, NYOPLAST (18) 4A 570601.39, E 1532871.64 INLET ELEV = 1025.50 FL IN = 1022.18 (P-5) FL OUT = 1021.98 (P-6) BOTTOM WELL = 1020.75 INSTALL BMP SNOUT STRUCTURE S-20, NYOPLAST (18) TYPE 4A N 570369.16, E 1532910.48 INLET ELEV = 1025.80 FL OUT = 1023.45 (P-20) BOTTOM WELL = 1021.05 INSTALL BMP SNOUT STRUCTURE S-62, SW-512 (18) TYPE 4A N 570408.22, E 1533364.47 INLET ELEV = 1023.00 FL IN = 1019.22 (P-61) FL OUT = 1019.22 (P-62) BOTTOM WELL = 1015.00 SD FL = 1019.22 SUBDRAIN CLEANOUT N 570408.26, E 1533056.91 FL OUT = 1021.00 STRUCTURE S-5, NYOPLAST (18) TYPE 4A N 570623.84, E 1533015.93 INLET ELEV = 1025.75 FL IN = 1023.00 (P-3) FL IN = 1023.00 (P-4) FL OUT = 1022.90 (P-5) BOTTOM WELL = 1021.00 STRUCTURE S-4, NYOPLAST (18) TYPE 4A N 570565.84, E 1533075.84 INLET ELEV = 1027.50 FL OUT = 1023.49 (P-4) BOTTOM WELL = 1022.99 SD FL = 1025.00 SUBDRAIN CLEANOUT N 570569.05, E 1533116.28 FL = 1025.81 SUBDRAIN CLEANOUT N 570523.82, E 1533088.20 FL = 1025.19 STRUCTURE S-45, NYOPLAST (18) TYPE 4A N 570501.84, E 1533056.92 INLET ELEV = 1028.24 FL OUT = 1023.63 (P-45) BOTTOM WELL = 1023.06 STRUCTURE S-3, NYOPLAST (18) TYPE 4A N 570704.28, E 1533100.32 INLET ELEV = 1028.50 FL IN = 1023.70 (P-2) FL OUT = 1023.60 (P-3) BOTTOM WELL = 1023.10 STRUCTURE S-2, SW-502 (48) N 570672.74, E 1533164.08 TOP OF CURB ELEV = 1028.10 FL IN = 1024.23 (P-1) FL OUT = 1024.13 (P-2) BOTTOM WELL = 1019.63 STRUCTURE S-1, NYOPLAST (18) TYPE 4A N 570698.81, E 1533211.56 INLET ELEV = 1028.00 FL OUT = 1024.50 (P-1) BOTTOM WELL = 1024.00 STRUCTURE S-41, NYOPLAST (18) TYPE 4A N 570615.29, E 1533257.87 INLET ELEV = 1023.90 FL OUT = 1022.92 (P-41) BOTTOM WELL = 1019.15 STRUCTURE S-42, NYOPLAST (18) TYPE 4A N 570584.40, E 1533284.46 INLET ELEV = 1026.80 FL IN = 1022.78 (P-41) FL OUT = 1022.68 (P-42) BOTTOM WELL = 1021.25 STRUCTURE S-44, NYOPLAST (18) TYPE 4A N 570546.50, E 1533221.62 INLET ELEV = 1025.00 FL IN = 1021.75 (P-43) FL IN = 1022.34 (P-42) FL OUT = 1022.24 (P-44) BOTTOM WELL = 1019.75 SD FL = 1022.50 STRUCTURE S-43, NYOPLAST (18) TYPE 4A N 570517.32, E 1533172.85 FORM GRADE = 1026.90 FL OUT = 1022.08 (P-43) BOTTOM WELL = 1021.58 SUBDRAIN CLEANOUT N 570478.59, E 1533191.70 FL = 1022.95 SUBDRAIN CLEANOUT N 570482.20, E 1533138.53 FL = STRUCTURE S-46, NYOPLAST (18) TYPE 4A N 570464.42, E 1533119.18 INLET ELEV = 1026.86 FL IN = 1023.20 (P-45) FL OUT = 1023.10 (P-46) BOTTOM WELL = 1022.11 STRUCTURE S-51, NYOPLAST (24) TYPE 4B N 570454.18, E 1533259.60 INLET ELEV = 1022.80 FL IN = 1021.75 (P-50) FL IN = 1021.75 (P-44) FL OUT = 1021.65 (P-51) BOTTOM WELL = 1018.05 INSTALL BMP SNOUT STRUCTURE S-49, NYOPLAST (18) TYPE 4A N 570465.71, E 1533194.79 FORM GRADE = 1025.00 FL OUT = 1022.39 (P-49) BOTTOM WELL = 1020.25 SD FL = 1022.50 STRUCTURE S-47, NYOPLAST E(18) TYPE 4A N 570461.10, E 1533156.34 INLET ELEV = 1025.76 FL IN = 1022.89 (P-46) FL OUT = 1022.79 (P-47) BOTTOM WELL = 1021.01 STRUCTURE S-30, NYOPLAST (18) TYPE 4A N 570463.46, E 1533325.57 INLET ELEV = 1023.70 FL OUT = 1021.70 (P-30) BOTTOM WELL = 1018.95 INSTALL BMP SNOUT SUBDRAIN CLEANOUT N 570521.03, E 1533426.51 FL = 1020.00 STRUCTURE S-21, DR-201 (18) N 570376.81, E 1532995.05 FL OUT = 1023.00 (P-20) STRUCTURE S-31, DR-201 (18) N 570436.69, E 1533325.99 FL OUT = 1021.50 (P-30) STRUCTURE S-70, DR-201 (18) N 570644.76, E 1533350.68 FL OUT = 1023.40 (P-70) STRUCTURE S-71, DR-201 (18) N 570613.23, E 1533393.71 FL IN 1024.30 P-5 12" PVC 144' @ 0.50% P-4 10" PVC 82' @ 0.60 % P-3 10" PVC 115' @ 0.52% P- 2 10" P V C 68' @ 0. 63% P-1 10" PVC 51' @ 0.52% P-20 18" PVC 78' @ 0.90% P- 4 5 1 0" P V C 6 5' @ 0. 6 6 % P-46 10" PVC 36' @ 0.59% P- 4 7 1 0" P V C 4 8' @ 0. 6 0 % P-48 10" PVC 39' @ 0.59%P-50 10" PVC 53' @ 0.60% P-4 9 1 0" P V C 3 7' @ 0.6 0 % P-5 1 1 2" P V C 3 2' @ 0.4 6 % P- 4 4 1 0" P V C 9 8' @ 0. 5 0 % P-43 10" PVC 55' @ 0.60% P-42 10" PVC 72' @ 0.50% P-41 10" PVC 39' @ 0.64% P-70 18" P V C 41' @ 0.49 % P-61 10" PVC 184' @ 0.00% P - 6 2 1 8 " P V C 4 3 ' @ 0 . 5 3 % P-60 10" PVC 121' @ 0.00% P - 3 0 1 8 " P V C 2 0 ' @ 1 . 0 1 % 4" SUBDRAIN - 41' 6 " S U B D R A I N - 6 3 6" SUBDRAIN - 125' 6" SUBDRAIN - 131' 4 " S U B D R A I N 1 9'4" SUBDRAIN 21' 4" SUBDRAIN 20' 4" SUBDRAIN 57' 4 " SUBDRA IN - 62' 4" S U B D R AI N 42'4" SUBDRAIN 47' 4" S U B D R AI N 11' 4" SUBDRAIN 44' 4 " S U B D R A I N 2 4 ' 4" SUBDRAIN 44' 4" SUBDRAIN - 53' 4 " S U B D R AI N 1 6' 4" PVC @ 2.43% 4" P V C @ 2.44% 4 " P V C @ 2 . 4 9 % 1" PEX, TYPE A SERVICE 1 " P E X , T Y P E A S ER V IC E 1 " P E X , T Y P E A S E R V I C E 1 2 3 4 5 6 7 8 6 " S U B D R A I N 2 0 ' STRUCTURE S-60, NYOPLAST (18) TYPE 4A N 570357.74, E 1533060.69 INLET ELEV = 1023.00 3" OPENING = 1022.75 FL OUT = 1019.22 BOTTOM WELL = 1015.00 STRUCTURE S-61, NYOPLAST (18) TYPE 4A N 570380.93, E 1533180.73 INLET ELEV = 1023.00 FL IN = 1019.22 (P-60) FL OUT = 1019.22 (P-61) BOTTOM WELL = 1015.00 SUBDRAIN CLEANOUT N 570407.36, E 1533248.34 FL = 1020.50 STRUCTURE S-50, NYOPLAST (24) TYPE 4B N 570430.76, E 1533210.23 INLET ELEV = 1023.36 FL IN = 1022.17 (P-48) FL IN = 1022.17 (P-49) FL OUT = 1022.07 (P-50) BOTTOM WELL = 1018.61 STRUCTURE S-48, NYOPLAST (18) TYPE 4A N 570414.06, E 1533172.97 INLET ELEV = 1023.50 FL IN = 1022.50 (P-47) FL OUT = 1022.40 (P-48) BOTTOM WELL = 1019.00 STRUCTURE S-63, DR-201 (18) N 570361.11, E 1533369.17 FL OUT = 1019.00 (P-62)STRUCTURE S-52, DR-201 (18) N 570424.54, E 1533274.35 FL OUT = 1021.50 (P-51) CO CO CO LC LC LC LC LC LC LC LC LC LC LC LC LC LCLC LC CPF WV CPF WVWV CPF CPF CO CO CPS WV WV WHUWV EB UB 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE INLET PROTECTION DEVICE 4 0 ' 1 0 ' 4 0 ' 2 0 ' 6" MIN. THICKNESS MACADAM CRUSHED STONE @122 SY STABILIZED CONSTRUCTION ENTRANCE RECP TYPE 4 RECP TYPE 4 RECP TYPE 4 RECP TYPE 4 12" WATTLE TYP. 12" WATTLE TYP. 20 LF SILT FENCE INLET PROTECTION DEVICE INLET PROTECTION DEVICE EROSION CONTROL NOTES: 1. CONTRACTOR SHALL SUPPLY A STORM WATER POLUTION PREVENTION PLAN (SWPPP) AND OBTAIN THE CITY'S COSESCO PERMIT. AN AFFIDAVIT OF THE PUBLIC NOTICE OF DISCHARGE WILL BE PROVIDED. 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. JOINT INSPECTIONS WITH CITY OF WAUKEE STAFF WILL BE REQUIRED FOR GENERAL PERMIT NO. 2 STORMWATER INSPECTIONS. 4. INSTALL PERIMETER SILT SOCK AND INTAKE PROTECTION AS SHOWN ON PLANS PRIOR TO CONSTRUCTION. 5. INSTALL INTAKE PROTECTION IMMEDIATELY AFTER STORM SEWER CONSTRUCTION. 6. INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING IS COMPLETED AROUND INTAKE. 7. OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE. 8. 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. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALL FEDERAL, STATE AND LOCAL REGULATIONS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. 11. SLURRY FROM CONCRETE SAWCUTTING AND GRINDING OPERATIONS SHALL CONTAINED ACCORDING TO NPDES GENERAL PERMIT NO. 2 REQUIREMENTS 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, FILTER SOCK, INLET PROTECTION DEVICES, AND RECP. SEDIMENT BASIN MAINTENANCE NOTES: 1. REFER TO SHEET C100 SHEETS FOR TEMPORARY SEDIMENT BASIN GRADING AREAS. 2. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN, CLEANOUT, AND REPAIR THE SEDIMENT BASIN DURING THE PROJECT. 3. SEDIMENT BASIN SHALL BE INSPECTED FOR SIGNS OF SEEPAGE, SETTLEMENT OR SLUMPING DURING ALL EROSION CONTROL INSPECTIONS. THESE PROBLEMS SHOULD BE REPAIRED IMMEDIATELY. 4. SEDIMENT SHOULD BE REMOVED FROM THE BASIN WHEN IT ACCUMULATES TO ONE HALF OF THE WET STORAGE VOLUME. DURING CLEANOUT, TRASH SHOULD BE REMOVED FROM THE BASIN AND THE STANDPIPE SHOULD BE CHECKED & CLEARED OF ANY ACCUMULATED DEBRIS. 5. SEDIMENT BASINS SHALL BE REMOVED AS THE SITE STABILIZES. STABILIZATION NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR STABILIZING THE SITE WITH SEED OR SOD. SEE LANDSCAPE PLAN FOR SEED AND SOD LIMITS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY SEEDING IN ORDER TO COMPLY WITH NPDES GENERAL PERMIT NO. 2 OR CITY OF WAUKEE REQUIREMENTS. TEMPORARY SEED SHALL MEET SUDAS TYPE 4 SEED MIXTURE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING, WEEDING, AND MOWING DURING SEED ESTABLISHMENT/NATIVE SEED ESTABLISHMENT PERIOD. NPDES GENERAL PERMIT NO. 2 REQUIREMENTS SHALL REMAIN IN PLACE UNTIL REQUIRED DENSITY OF OF VEGETATION IS PROVIDED. POST CONSTRUCTION - FACILITY MAINTENANCE PLAN: 1. REFER TO SHEET C100 BIORETENTION BASIN CROSS-SECTION DETAIL. IMPERVIOUS SURFACE AREA CALCULATIONS: (WITHIN DISTURBANCE LIMITS) BASE BID AREA AREA (AC)AREA (%) IMPERVIOUS AREAS 1.5 17.2% LAWN OR SEEDING AREAS 7.2 82.8% TEMPORARY SEDIMENT BASIN OUTLET DETAIL BASIN IS CONSTRUCTED HAVE BEEN ESTABLISHED, AND BIORETENTION PERMANENT SUBDRAIN ONCE UPSTREAM AREAS REMOVE STANDPIPES AND CONNECT TO WRAPPED W/ FILTER FABRIC STANDPIPES 6" STANDARD PERFORATED SUBDRAIN Inlet Elevation = Inlet Elevation = 1" CLEAN BEDDING MATERIAL BEDDING MATERIAL TEMPORARY AND PERMANENT INSTALL FILTER FABRIC BETWEEN TEMPORARY SEDIMENT BASIN 1 TEMPORARY SEDIMENT BASIN 2 ESTIMATED QUANTITIES ITEM UNIT QUANTITY* STABILIZED CONSTRUCTION ENTRANCE SY 122 DISTURBED AREA AC 8.7 12" PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 6,806 SILT FENCE LF 560 INLET PROTECTION (DROP-IN)EA 32 ROLLED EROSION CONTROL PRODUCT, TYPE 4 SQ 451 PERMANENT SEEDING AC SEE LANDSCAPING PLAN TEMPORARY SEEDING (HYDRO-MULCH)AC 7.2 *NOTE: EROSION CONTROL QUANTITIES ARE PROVIDED FOR CITY REQUIRMENT ONLY AND ARE A ROUGH ESTIMATE. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO MEET SITE CONDITIONS. 12" WATTLE TYP. 12" WATTLE TYP. 12" WATTLE TYP. INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE DEVICE INLET PROTECTION 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE 20 LF SILT FENCE INLET PROTECTION DEVICE TO SUGAR CREEK ULTIMATE DISCHARGE LOCATION TO JOHNSTON CREEK ULTIMATE DISCHARGE LOCATION (POST CONSTRUCTION FACILITIES) BIORETENTION BASIN #1 (POST CONSTRUCTION FACILITIES) BIORETENTION BASIN #2 RIP-RAP, EROSION STONE TON 90 15 TON EROSION STONE - 15 TON EROSION STONE - 15 TON EROSION STONE - 15 TON EROSION STONE - 15 TON EROSION STONE - 15 TON EROSION STONE - FOR POST CONSTRUCTION MAINTENANCE SW-512 W/ BMP SNOUT DETAIL BMP SNOUT - SEE SHEET C200 FOR POST CONSTRUCTION MAINTENANCE SW-512 W/ BMP SNOUT DETAIL BMP SNOUT - SEE SHEET C200 1.5' 10' 1.5' 2 : 1 EROSION STONE EROSION STONE DETAIL EROSION STONE SHALL BE 2' DEEP 1 1 REVISION DATE NO. permission by Genus Landscape Architects is prohibited. Unauthorized copying, disclosure or construction without written© GENUS LANDSCAPE ARCHITECTS BD DJ, ES TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO.Z:\Projects2\24008-SPRINGCREST-DE\04 CAD\01 Consultant\03 Civil\02 Outgoing\24-0813 LB to Foth\24008-30X42.dwg FILE PATH: ---- PLOT: DATE BD P 515.254.7938 JOHNSON, IA 50131 8191 BIRCHWOOD CT I, FOTH CIVIL ENGINEER P 515.978.0007 WAUKEE, IOWA 50263 230 WEST HICKMAN R CITY OF WAUKEE, IOWA OWNER WAUKEE, IOWA 50263 PAINTED WOODS PARK ]landscape architects[ genus LA.COM WWW.GENUS- T 515 284 1010 DES MOINES, IA 50312 SUITE 400 520 42 STREETND NOT FOR CONSTRUCTION PRELIMINARY BD PLAN EROSION CONTROL C300 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         0 15 30 60 N IOWA ONE CALL 1-800-292-8989 CALL - BEFORE - YOU - DIG WH 1 NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD TB, LA TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : F: \ K C L \ P r o j e c t s \ 2 4 2 5 1 - P a i n t e d W o o d s P a r k W a u k e e \ D r a w i n g s \ E 1 0 1 . d w g PL O T : 10 / 2 2 / 2 0 2 4 2 : 0 4 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND BD ME000 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         MECHANICAL & ELECTRICAL NOTES & SYMBOLS INDIAN RIDGE DR I V E P1 P2 P2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.2 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.3 0.2 0.0 0.1 0.3 1.4 1.6 1.5 1.3 1.3 1.2 0.8 0.6 0.3 0.1 0.0 0.0 0.1 0.3 1.9 2.4 2.6 2.7 2.8 2.3 1.6 1.2 0.4 0.1 0.1 0.0 0.0 0.1 0.6 2.2 2.8 3.6 4.5 3.9 3.0 2.3 1.8 0.4 0.1 0.0 0.0 0.0 0.0 0.2 1.0 3.4 4.0 4.7 5.4 5.0 3.4 2.6 1.7 0.3 0.1 0.0 0.0 0.1 0.3 1.5 4.7 5.2 5.7 6.3 6.0 4.5 3.4 1.8 0.4 0.1 0.0 0.0 0.1 0.3 1.2 3.6 4.3 6.1 7.3 7.1 5.7 5.0 2.3 0.6 0.1 0.0 0.0 0.1 0.3 1.0 2.6 3.2 5.9 8.1 7.4 5.3 4.6 2.1 0.5 0.1 0.0 0.0 0.1 0.2 1.2 2.3 2.7 5.1 8.0 6.8 3.9 3.0 1.1 0.3 0.1 0.0 0.0 0.1 0.2 1.1 1.8 2.5 4.3 6.2 5.2 3.0 2.4 0.7 0.2 0.1 0.0 0.2 0.7 1.1 1.8 3.4 3.6 3.7 2.4 2.1 0.6 0.2 0.1 0.0 0.2 0.3 0.6 1.2 3.5 2.4 2.3 1.1 1.1 0.4 0.1 0.1 0.0 0.1 0.2 0.3 0.7 1.6 2.3 1.5 0.4 0.4 0.2 0.1 0.0 0.1 0.1 0.2 0.5 1.9 2.9 1.3 0.2 0.1 0.1 0.0 0.0 0.1 0.7 2.9 3.3 1.2 0.2 0.1 0.0 0.0 0.1 0.0 1.1 3.1 3.1 1.1 0.1 0.0 0.0 0.0 0.0 0.0 1.0 2.2 2.2 1.0 0.1 0.0 0.0 1 fc 1 fc 1 fc 1 fc 2 fc 2 fc 2 fc 2 fc 3 fc 3 fc 3 fc 5 fc5 fc 4 fc 4 fc 0.1 fc 0.1 fc 0.1 fc 0.1 fc 0.5 fc 0.5 fc 0.5 fc 0.5 fc 0.3 fc 0.3 fc 0.3 fc 0.3 fc Luminaire Schedule Tag Symbol Qty Label Arrangement LLF Description Luminaire Lumens Luminaire Watts Total Watts P1 1 VP-1-160L-135-3K7-2-BC Single 0.900 FULL CUT OFF - 15000 LUMENS, 3000K CCT, TYPE 2 DISTRIBUTION, 25 FOOT TALL POLE 11245 144.5 144.5 P2 2 VP-1-160L-135-3K7-4F-HSS-90- B Single 0.900 FULL CUT OFF - 15000 LUMENS, 3000K CCT, TYPE 4 FORWARD DISTRIBUTION, 25 FOOT TALL POLE 14836 135 270 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min # Pts GROUND_Top Illuminance Fc 1.46 8.1 0.0 N.A.N.A.241 NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD TB, LA TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : F: \ K C L \ P r o j e c t s \ 2 4 2 5 1 - P a i n t e d W o o d s P a r k W a u k e e \ D r a w i n g s \ E 1 0 1 . d w g PL O T : 10 / 2 2 / 2 0 2 4 2 : 0 4 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND BD E001 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         SITE PHOTOMETRIC PLAN SCALE: 1" = 30'1 SITE PHOTOMETRIC PLAN NORTH INDIAN RIDGE DR I V E NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD TB, LA TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : F: \ K C L \ P r o j e c t s \ 2 4 2 5 1 - P a i n t e d W o o d s P a r k W a u k e e \ D r a w i n g s \ E 1 0 1 . d w g PL O T : 10 / 2 2 / 2 0 2 4 2 : 0 4 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND BD ME100 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         ELECTRICAL SITE PLAN SCALE: 1" = 30'1 ELECTRICAL SITE PLAN NORTH WH 1EF 1 WH 1 EF 1 NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD TB, LA TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : F: \ K C L \ P r o j e c t s \ 2 4 2 5 1 - P a i n t e d W o o d s P a r k W a u k e e \ D r a w i n g s \ M 1 0 1 . d w g PL O T : 10 / 2 2 / 2 0 2 4 2 : 0 4 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND BD ME101 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         BUILDING MEP PLANS SCALE: 1/2" = 1'-0"1 MODULAR RESTROOM/STORAGE BUILDING - ELECTRICAL SYSTEMS NORTH SCALE: 1/2" = 1'-0"2 MODULAR RESTROOM/STORAGE BUILDING - UNDER-FOUNDATION PLUMBING SYSTEMS NORTH SCALE: 1/2" = 1'-0"3 MODULAR RESTROOM/STORAGE BUILDING ABOVE GROUND PLUMBING SYSTEMS NORTH SCALE: 1/2" = 1'-0"4 MODULAR RESTROOM/STORAGE BUILDING - VENTILATION SYSTEMS NORTH NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD TB, LA TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : F: \ K C L \ P r o j e c t s \ 2 4 2 5 1 - P a i n t e d W o o d s P a r k W a u k e e \ D r a w i n g s \ M 1 0 1 . d w g PL O T : 10 / 2 2 / 2 0 2 4 2 : 0 4 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND BD ME200 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         MEP SCHEDULES 1 1/4" NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD TB, LA TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : F: \ K C L \ P r o j e c t s \ 2 4 2 5 1 - P a i n t e d W o o d s P a r k W a u k e e \ D r a w i n g s \ M 1 0 1 . d w g PL O T : 10 / 2 2 / 2 0 2 4 2 : 0 4 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND BD ME201 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         MEP DETAILS * * NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD TB, LA TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : F: \ K C L \ P r o j e c t s \ 2 4 2 5 1 - P a i n t e d W o o d s P a r k W a u k e e \ D r a w i n g s \ E 1 0 1 . d w g PL O T : 10 / 2 2 / 2 0 2 4 2 : 0 4 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND BD ME202 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024                         MEP DETAILS NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD TB, LA TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - D T . d w g PL O T : 8/ 1 9 / 2 0 2 4 2 : 2 3 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD ARCHITECTURAL DETAILS A100 24007 SITE PLAN SUBMISSION #1 03 SEPTEMBER 2024                         A REAR WALL GRAB BAR SCALE: NTS B SIDE WALL GRAB BARS SCALE: NTS C TISSUE DISPENSER SCALE: NTS H MIRROR SCALE: NTS E SURFACE MOUNTED DISPENSERS SCALE: NTS TISSUE DISPENSER SANITARY DISPOSAL (MOUNT BELOW GRAB BAR), WITHIN REACH WHILE SITTING ON TOILET D PROTRUDING OBJECTS NEAR GRAB BARS SCALE: NTS G LAVATORY SCALE: NTS F CHANGING STATION SCALE: NTS I ELECTRIC HAND DRYER SCALE: NTS 4" MAX 37 " NO. DATE REVISION © GENUS LANDSCAPE ARCHITECTS Unauthorized copying, disclosure or construction without written permission by Genus Landscape Architects is prohibited. BD LA, DJ TITLE CONSULTANTS KEY MAP PRINCIPAL IN CHARGE PROJECT TEAM MEMBER(S) PROJECT MANAGER CHECK SEAL / STAMP TITLE PROJECT NO. MILESTONE SHEET NO. FI L E P A T H : Z: \ P r o j e c t s 2 \ 2 4 0 0 7 - P A I N T E D W O O D S - D E \ 0 4 C A D \ 0 3 C u r r e n t \ 2 4 0 0 7 - D T . d w g PL O T : 10 / 2 2 / 2 0 2 4 5 : 3 9 P M DATE BD OWNER CITY OF WAUKEE, IOWA 230 WEST HICKMAN R WAUKEE, IOWA 50263 P 515.978.0007 CIVIL ENGINEER FOTH 8191 BIRCHWOOD CT I, JOHNSON, IA 50131 P 515.254.7938 MEP CONSULTANT KCL ENGINEERING 300 4TH ST WEST DES MOINES, IA 50265 P 515.724.7938 PAINTED WOODS WEST PARK WAUKEE, IOWA 50263 [ landscape architects ] genus T 515 284 1010 WWW.GENUS-LA.COM 520 42 STREET SUITE 400 DES MOINES, IA 50312 ND NOT FOR CONSTRUCTION PRELIMINARY BD ARCHITECTURAL DETAILS - ADA FIGURES A101 24007 SITE PLAN SUBMISSION #3 22 OCTOBER 2024