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Home My WebLink About2020-04-06-J09 KinderCare - Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 6, 2020 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Kindercare FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Samantha Coponen, EIG14T, requests approval of a site plan to allow for the construction of a 11,900 square feet, single-story, daycare building for a Kindercare. The site plan identifies outdoor play areas enclosed with a fence on both the south and east sides of the building. The main access to the site will be located off of SE Kettlestone Blvd. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Plan Ordinance and the Kettlestone Design Guidelines. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the March 24, 2020 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Lot 2, Ashworth South Plat 2 – Kindercare (1155 SE Kettlestone Boulevard) Senior Planner, Melissa DeBoer, introduced the request for approval of a site plan as submitted by the applicant, Samantha Coponen, EIG14T, for a daycare. The property is generally located north of SE Kettlestone Boulevard and east of Grand Prairie Parkway, containing approximately 1.49 acres. Mrs. DeBoer explained that the site plan identified a single story daycare building for a KinderCare. The building is proposed to be 11,990 square feet in area. The main entrance will be located on the west side, and fenced play areas are identified on the east and south sides of the building. A trash enclosure is identified on the northwest corner of the building. Access is provided from the private street to the north and SE Kettlestone Blvd from the south. Utilities are available to the site and Stormwater detention will be collected in a regional storm water retention basin on the west side of Grand Prairie Parkway. All parking, landscape, open space, and lighting meet ordinance requirements and the Kettlestone Design Guidelines. Staff would recommend approval subject to any remaining staff comments. Commissioner Streit made a note that this is a great location for a daycare. Commissioner Broderick moved to approve the site plan for lot 2 of Ashworth South Plat 2 (1155 SE Kettlestone Boulevard) subject to any remaining staff comments. Commissioner Streit Seconded the J9 motion. Ayes: Conley, Broderick, Ward, Streit, Hoifeldt, Koshy, and Inman. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Melissa DeBoer, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2020- APPROVING THE SITE PLAN FOR KINDERCARE (1155 SE KETTLESTONE BOULEVARD) 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 Kindercare, subject to remaining staff comments on March 24, 2020; AND, WHEREAS, the Site Plan for Kindercare is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Kindercare 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 6th day of April, 2020 that the Site Plan for Kindercare is approved. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Lot 2, Ashworth South Plat 2 (Kindercare) – Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner REPORT DATE: March 16, 2020 MEETING DATE: March 24, 2020 GENERAL INFORMATION Owner: AP GPP, L.C. Applicant: Samantha Coponen, EIG14T Request: The applicant is requesting approval of a site plan for a daycare. Location and Size: Property is generally located north of SE Kettlestone Blvd and east of Grand Prairie Parkway, containing approximately 1.49 acres. Property Address: 1155 SE Kettlestone Blvd AREA MAP ABOVE: Aerial of Property identifying the proposed plat (outlined in BLUE). March 17, 2020 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Regional Commercial K-RR (Kettlestone Retail Regional District) North Vacant – Undeveloped Regional Commercial K-RR (Kettlestone Retail Regional District) South Gas Station Regional Commercial K-RR (Kettlestone Retail Regional District) East Vacant – Undeveloped Regional Commercial K-RR (Kettlestone Retail Regional District) West Vacant – Undeveloped Regional Commercial K-RR (Kettlestone Retail Regional District) PROJECT DESCRIPTION The project includes the construction of a single-story, daycare building for a Kindercare. The building is proposed to be approximately 11,990 square feet in area. The main entrance to the building is located on the west side. The site plan identifies outdoor play areas located on both the east and south sides of the building. The play areas are enclosed with a 5-foot tall, black, chain link fence. A trash enclosure is proposed at the northwest corner of the proposed building and a monument sign is shown at the southeast corner of the site. ACCESS AND PARKING There will be one access into the site from the private street to the north. There will be several access points from the surrounding public streets into the private development with future construction. The main access at this time will be from the south off of SE Kettlestone Blvd. A total of 44 parking spaces are required for this facility. The total amount of parking proposed is 44 spaces including 2 accessible stalls. The site plan also identifies 3 bicycle parking spaces. The proposed site plan meets the parking requirements of the ordinance. SIDEWALKS/TRAILS Five foot wide sidewalks will be installed along all of the surrounding private and public streets. Sidewalks are proposed interior to the site, surrounding all sides of the building. UTILITIES This site will be serviced with all public utilities. Storm water detention will be collected in area intakes throughout the site and collected in a regional storm water retention basin on the west side of Grand Prairie Parkway. March 17, 2020 3 of 3 LANDSCAPING & OPEN SPACE A minimum of 15% of the project area is required to be open space. The total amount of open space proposed is 37%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. ELEVATIONS The elevations of the building are proposed to be constructed of brick, stone, cement board siding, and a metal roof. MISCELLANEOUS: The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the lighting requirements of the Site Plan Ordinance and the Kettlestone Design Guidelines. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Regional Commercial. The Regional Commercial classification provides a variety of uses that would serve the broader regional market. STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the site plan for Lot 2, Ashworth South Plat 2 – Kindercare subject to remaining staff comments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heet Number Sheet Title C100 COVER SHEET C101 GENERAL SITE NOTES C300 DEMO PLAN C400 SITE PLAN C500 SITE UTILITY PLAN C600 GRADING PLAN C700 PLANTING PLAN C701 RESTORATION PLAN C702 PLANTING SCHEDULE, NOTES, & DETAILS C800 PHOTOMETRIC PLAN C810 SITE DETAILS C811 SITE DETAILS C812 SITE DETAILS C813 SITE DETAILS C814 SITE DETAILS C815 SITE DETAILS C820 FIRE TRUCK ACCESS AND HYDRANT COVERAGE PLAN C900 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C902 EROSION & SEDIMENT CONTROL DETAILS INTE R S T A T E 8 0GRAND PRAIRIE PKWYSE ASHWORTH RD 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA PROJECT MANAGER: ISG - RYAN ANDERSON 7900 INTERNATIONAL DRIVE, SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952-426-0699 APPLICANT: SAMANTHA COPONEN 3221 W. BIG BEAVER ROAD, SUITE 111 TROY, MI 48084 PHONE: 248-817-1691 PROPERTY OWNER: AP GPP, L.C. 5000 WESTOWN PKWY, SUITE 400 WEST DES MOINES, IA 50266 CONSTRUCTION SCHEDULE: SPRING 2020 - START OF CONSTRUCTION SPRING-SUMMER 2020 - SITE CONSTRUCTION FALL 2020 - CONSTRUCTION COMPLETION C200 EXISTING CONDITIONS C901 EROSION & SEDIMENT CONTROL NOTES AE1-100a AE1-300a AE2-001a FIRST FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS FINISH BOARD SITE SUMMARY ZONING:K-RR SITE/LOT AREA:65,312 SQ. FT / 1.49 AC. IMPERVIOUS AREA:41,152.5 SQ. FT / 0.94 AC. (63%) GREENSPACE PROVIDED:24,159.5 SQ. FT / 0.55 AC. (37%) (MINIMUM 15%) FLOOR AREA RATIO:0.18 (MAXIMUM 0.35) BIKE PARKING:3 RACKS EMPLOYEES 10 STUDENTS 130 SQUARE FOOTAGE:11,990 GROSS SF CONSTRUCTION TYPE:VB BUILDING HEIGHT:27 FT SIGN REQUIREMENTS MAXIMUM HEIGHT:15'-0" MONUMENT SIGN AREA:60 SQ. FT SETBACK:15'-0" TOTAL WALL SIGN AREA:310 SQ. FT (1 SF PER 1 LF OF BUILDING FRONTAGE) WALL SIGN LETTER HEIGHT:6'-0" PARKING REQUIREMENTS (WAUKEE CODE) TYPE UNIT / AREA STALLS REQUIRED STALLS PROVIDED CHILD CARE CENTER 1 SPACE PER 6 CHILDREN (130 CHILDREN) 22 44* 1 SPACE PER VAN/BUS (0 VAN/BUS) 0 1 QUEUE SPACE PER 6 CHILDREN (130 CHILDREN) 22 MINIMUM ACCESSIBLE STALLS 26-50 STALLS 2 2 TOTAL:44 44* (2 ADA ) SETBACKS PARKING BUILDING PROVIDED BUILDING NORTH YARD 10'0'50' EAST YARD 5'0'32'-7" SOUTH YARD 5'0'46'-10" WEST YARD 5'0'77'-2" * NOTE: 4 ON-STREET PARKING STALLS ARE PROVIDED ON VERMILLION COURT 23545 C0-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C101 GENERAL SITE NOTES C101 GENERAL SITE NOTES ---- ---- C101 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 1.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. 2.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT / ENGINEER. 3.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 4.ALL PROPERTY PINS SHALL BE PROTECTED FROM GRADING OR OTHER OPERATIONS. ANY PINS DISTURBED SHALL BE RESET AT THE CONTRACTOR'S EXPANSE. 5.THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND CURRENT EDITION OF THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL APPLY TO CONSTRUCTION WORK ON THE PROJECT. A FULL IOWA SUDAS SPECIFICATIONS MANUAL CAN BE FOUND ONLINE FOR FREE AT WWW.IOWASUDAS.COM. 6.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 7.THE WORK TO BE ACCOMPLISHED FOR THE CONSTRUCTION OF THIS PROJECT WILL OCCUR ON OWNER'S PROPERTY. THE CONTRACTOR SHOULD CONFINE OPERATIONS, PEOPLE, AND EQUIPMENT TO THE OWNER'S PROPERTY. 8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT TO BE INCORPORATED IN THE WORK INVOLVED IN THE PROJECT (UNSUITABLE EXCAVATION, WASTE PIPE, ETC.). 9.PUBLIC UTILITY FIXTURES ARE EXISTING WITHIN THE CONSTRUCTION AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THESE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR ANY NECESSARY MODIFICATION OF SERVICES. NO ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING AND PREPARING AREAS DISTURBED BY CONTRACTOR'S OPERATIONS FOR SEEDING. ALL DEBRIS GREATER THAN GOLF BALL SIZE SHALL BE REMOVED AND AREA SHALL BE RAKED SMOOTH. CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE OF THE OWNER'S PROPERTY DURING OPERATIONS AND SHALL MAKE A REASONABLE EFFORT TO NOT DISTURB AREAS GREATER THEN NECESSARY DURING CONSTRUCTION. AREAS OF NONGERMINATION WILL BE RESEEDED AND REFERTILIZED BY THE CONTRACTOR. COST IS TO BE CONSIDERED INCIDENTAL. 11.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY TRAFFIC CONTROL SIGNS, DEVICES, ETC., AND TO PLACE, MAINTAIN, AND REMOVE SAME AS CONSTRUCTION COMMENCES AND IS COMPLETED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IOWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS. FAILURE TO COMPLY WITH THIS PORTION OF THE SPECIFICATIONS WILL RESULT IN SUSPENSION OF WORK UNTIL. THE SITUATION IS CORRECTED. A REDUCTION IN THE LUMP SUM TO BE PAID WILL BE MADE FOR EXCESSIVE NONCOMPLIANCE WITH REQUIRED TRAFFIC CONTROL. NO WORK SHALL COMMENCE IN ANY GIVEN AREA UNTIL ALL APPROPRIATE TRAFFIC CONTROL IS IN PLACE. 12.THE CONTRACTOR SHALL NOT DISTURB GRASSED AREAS AND TREES OUTSIDE THE CONSTRUCTION LIMITS. TREES AND BUSHES SHALL BE RETAINED AS POSSIBLE. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK SERVICE VEHICLES AND EQUIPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE, PARKING AND SERVICE AREA(S) WILL BE SUBJECT TO APPROVAL OF THE ENGINEER. 13.ALL EXISTING TREES AND BUSHES SHALL BE MAINTAINED AND PROTECTED UNLESS NOTED OTHERWISE. AREAS OF HAND FORMING MAY BE REQUIRED TO PROTECT TRESS. 14.THE CONSTRUCTION OPERATIONS ARE TO TAKE PLACE IN A RESIDENTIAL AREA. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS INCLUDED IN THE SPECIFICATIONS IN REGARD TO POSITIVE DUST CONTROL DURING ALL OPERATIONS TO INCLUDE REMOVAL, CLEAN UP, ETC. 15.CONTRACTOR SHALL PROVIDE BARRICADES AND SIGNS IDENTIFYING VEHICLES AND OBSTACLES IN THE DRIVEN ROADWAYS. 16.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRED INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 17.EXISTING STORM SEWERS, SANITARY SEWERS, AND WATER MAINS ARE LOCATED BASED ON CITY RECORDS AND ACTUAL LOCATIONS MAY VARY GREATLY FROM THAT SHOWN. THE LOCATIONS AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF ISG. NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS, AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 18.CONTRACTOR SHALL REPLACE AND REPAIR ALL EXISTING STORM SEWERS THAT ARE ENCOUNTERED DURING CONSTRUCTION IN ACCORDANCE WITH THE SPECIFICATION. CONTRACTOR SHALL USE 2000D RCP WITH FLEXIBLE O-RING GASKET JOINTS, PLACE PIPES SO JOINTS ARE NOT DIRECTLY OVER WATER MAIN, AND RECONNECT TO EXISTING STORM SEWER WITH REINFORCED FERNCO COUPLING. 19.PROPOSED WATER DISTRIBUTION LINE SHALL BE INSTALLED WITH A MINIMUM OF FIVE AND ONE-HALF (5.5') OF COVER. IN LOCATIONS WITH A SEPARATION DISTANCE OF LESS THAN TEN FEET (10') FROM SANITARY SEWER OR STORM SEWER, THE SANITARY SEWER OR STORM SEWER SHALL BE INSTALLED EIGHTEEN INCHES (18") BELOW THE BOTTOM OF THE WATER MAIN AND SHALL BE PLACED IN A SEPARATE TRENCH AT A MINIMUM HORIZONTAL SEPARATION OF THREE FEET PER SUDAS SPECIFICATIONS. 20.AT ALL SANITARY SEWER AND WATER MAIN CROSSOVER, MAINTAIN A MINIMUM OF 18" SEPARATION BETWEEN BOTTOM OF WATER MAIN AND TOP OF SEWER. PLACE ONE FULL LENGTH OF WATER PIPE, LOCATED SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM SEWER. USE LOW PERMEABILITY SOIL FOR BACKFILL WITHIN 10' OF CROSSOVER. 21.THRUST BLOCKS SHALL BE POURED CONCRETE, INSTALLED BEHIND ALL BENDS, TEES AND DEAD ENDS IN ACCORDANCE WITH SPECIFICATIONS. 22.GRANULAR BEDDING IS REQUIRED FOR ANY TYPE OF PIPE USED AND SHALL BE AS SPECIFIED. 23.A NEAT VERTICAL EDGE WILL BE REQUIRED FOR ALL JOINTS BETWEEN THE NEW PAVEMENT SURFACE AND EXISTING PAVING AS SHOWN IN THE PLANS. SAW CUTTING OR OTHER TECHNIQUES MAY BE USED TO PROVIDE THIS EDGE. COST OF THE SAW CUT IS TO BE CONSIDERED INCIDENTAL. ADDITIONAL REMOVAL AND REPLACEMENT DUE TO THE CONTRACTOR'S OPERATION WILL BE MEASURED SEPARATELY BUT WILL BE THE CONTRACTOR'S RESPONSIBILITY. 24.ANY DEWATERING NECESSARY FOR CONSTRUCTION SHALL BE CONSIDERED INCIDENTAL TO INDIVIDUAL CONSTRUCTION ITEM. PLEASE REFER TO SUBSURFACE EXPLORATION REPORT FOR ANTICIPATED SITE CONDITIONS. REPORT IS FOR INFORMATIONAL PURPOSES ONLY AND DOES NOT GUARANTEE CONDITIONS TO BE EXPERIENCED. 25.THE CONTRACTOR SHALL INSPECT AND VERIFY SOIL CONDITIONS AS NECESSARY IN ORDER TO DETERMINE THE TYPE OF CONSTRUCTION TO EMPLOY. NATURAL AND/OR MANMADE OBSTRUCTIONS MAY BE ENCOUNTERED IN THE SOIL. THESE CONTRACT DOCUMENTS DO NOT WARRANT THE NATURE OR CONDITIONS OF THE SOILS, AND DO NOT WARRANT THAT NATURAL OR MANMADE OBSTRUCTIONS WILL NOT BE ENCOUNTERED, NOR GUARANTEE THE EXTENT TO WHICH ROCKS, BOULDERS, OR OTHER OBSTRUCTIONS, REGARDLESS OF SIZE, MAY BE ENCOUNTERED DURING BORING OPERATIONS. THE CONTRACTOR SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR ANY NATURAL OR MANMADE OBSTRUCTIONS ENCOUNTERED DURING TRENCHLESS CONSTRUCTION. 26.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE WORK. 27.ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE WORK. 28.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 29.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF ISG. NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM PLAN. 30.THIS SITE WILL HAVE SAWCUTTING AND/OR CONCRETE GRINDING, SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROTECTED FROM SLURRY FROM THE CONCRETE OPERATION TO DISCHARGE OFFSITE. 31.THE CONTRACTOR IS TO CONTACT "IOWA ONE CALL" FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION / CONSTRUCTIONS (1-800-292-8989). 32.ANY PROPOSED CHANGES TO THE PLAN SET SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT. 33.THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT. 34.ALL UTILITIES ARE TO BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARDS. 35.ALL UTILITIES ARE TO BE TESTED TO CITY OF WAUKEE STANDARDS, AND THE CITY IS TO WITNESS ALL TESTING. 36.COORDINATE ALL TIE-INS TO EXISTING UTILITIES WITH CITY OF WAUKEE PUBLIC WORKS DEPARTMENT. 37.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. THE FIRE APPARATUS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 AND SHALL EXTEND TO WITHIN 100-FEET OF THE EXTERIOR WALLS OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING. 38.CONTRACTOR TO SCHEDULE A PRECONSTRUCTION MEETING AT LEAST ONE WEEK PRIOR TO COMMENCING CONSTRUCTION. 39.CONTRACTOR IS REQUIRED TO NOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT OF ANY PLANNED WEEKEND OR HOLIDAY WORK AT LEAST 48 HOURS PRIOR TO PLANNED WORK. 40.CITY OF WAUKEE WILL NOT BE RESPONSIBLE FOR CONCRETE PLACED OVER PUBLIC WATER MAIN AND SANITARY SEWER MAIN. CONSTRUCTION NOTES 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA FUTURE SE KE T T L E S T O N E B V L D R O A D W A Y >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>175LOT 2 SE KETTL E S T O N E B L V D Sanitary & Storm Sewer Easement Per Book 2017, Page 13000 Storm Sewer Eas e m e n t Per Book 2017, P a g e 2 0 6 0 7 HH >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIII IIIII>>>>>>>>>>>>>>>>>>>>Water Main EasementPer Book 2017, Page 2060535 20Private Storm Sewer EasementPer Book 2017, Page 20607Private Ingress/Egress Easement Per Book 2017, Page 20608 151520 20 50 175.00Private Ingress/Egress EasementPer Book 2017, Page 8784Private Ingress/Egress EasementPer Book 2017, Page 8784Sanitary Sewer EasementPer Book 2017, Page 20606(R/W Width Varie s ) 20 EX STM MH R=1022.93 I E=1018.53 15" CONC I N=1018.48 18" CONC EX STM MH R=1025.02 I S=1017.28 I W=1016.96 EX CB T/C=1024.50 I=1020.34 EX CB T/C=1024.44 I W=1019.49 EX SAN MH R=1022.77 I=993.47 EX SAN MH R=1022.93 I N=1011.08 DROP STRUCTURE>>>EXISTING 8" SANITARYEXISTING 8" WATERMAIN15" STORM SEWER EXISTING 15" SANITARY EXISTING 15" SANITARY EXISTING 15" SANITARY 15" STORM SEW E R18" STORM SEWER18" STORM SEWER 10 1022.91 mon chiseled x 11 1023.38 mon chiseled x 100 1022.91 HH EX STM MH R=1022.93 I E=1018.53 15" CONC I N=1018.48 18" CONC EX STM MH R=1025.02 I S=1017.28 I W=1016.96 EX CB T/C=1024.50 I=1020.34 EX CB T/C=1024.44 I W=1019.49 EX SAN MH R=1022.77 I=993.47 EX SAN MH R=1022.93 I N=1011.08 DROP STRUCTURE 10251024102610271 0 2 8 1020 10251021 1022102310241026102710 2 5 102210221022 10 2 3 1 0 2 4 1 0 2 6 1 0 2 71025 10231 0 2 4 23545 C2-EXISTING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C200 EXISTING CONDITIONS C200 EXISTING CONDITIONS ---- ---- C200 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 0 SCALE IN FEET 20 40 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HH >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIII IIIII>>>>>>>>>>>>>>>>>>>>EX STM MH R=1025.02 I S=1017.28 I W=1016.96 EX CB T/C=1024.50 I=1020.34 EX CB T/C=1024.44 I W=1019.49 EX SAN MH R=1022.77 I=993.47EX SAN MH R=1022.93 I N=1011.08 DROP STRUCTURE>>>EXISTING 8" SANITARYEXISTING 8" WATERMAIN15" STORM SEWER EXISTING 15" SANITARY EXISTING 15" SANITARY EXISTING 15" SANITARY 15" STORM SEWE R18" STORM SEWER18" STORM SEWER EX STM MH R=1022.93 I E=1018.53 15" CONC I N=1018.48 18" CONC I OPENING = 1021.6 SE KETTLEST O N E B V L D 10' PARKING SETBA C K5' PARKING SETBACK10' PARKING SETBACK 10' PARKING SETBACKFUTURE SE KE T T L E S T O N E B V L D R O A D W A Y VERMILLION COURT10251024102610271 0 2 8 1020 10251021 1022102310241026102710 2 5 102210221022 10 2 3 1 0 2 4 1 0 2 6 1 0 2 71025 10231 0 2 4 23545 C2-EXISTING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C300 DEMO PLAN C300 DEMO PLAN ---- ---- C300 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 0 SCALE IN FEET 20 40 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA SAWCUT AND REMOVE CONCRETE CURB PROTECT EXISTING STORM SEWER MANHOLE PROTECT EXISTING STORM SEWER INTAKE REMOVE EXISTING BLOWOFF HYDRANT AND PROTECT EXISTING 6" WATER SERVICE STUB REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE CONCRETE PAVEMENT CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH SAWCUT & SECTION REMOVAL. REMOVAL OF CURB SHALL BE DONE WITH GRINDING XXX X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXXXXXX13 7 13 7 XXX X SINGLE STORY BUILDING DAY CARE FACILITY 11,990 SF FFE = 1126.0 PROPOSED ACCESS EASEMENT 175LOT 2 Sanitary & Storm Sewer Easement Per Book 2017, Page 13000 Storm Sewer Eas e m e n t Per Book 2017, P a g e 2 0 6 0 7 HH Water Main EasementPer Book 2017, Page 2060535 20Private Storm Sewer EasementPer Book 2017, Page 20607Private Ingress/Egress Easement Per Book 2017, Page 20608 151520 20 50 Private Ingress/Egress EasementPer Book 2017, Page 8784Private Ingress/Egress EasementPer Book 2017, Page 8784Sanitary Sewer EasementPer Book 2017, Page 2060620 SE KETTLEST O N E B V L D 10' PARKING SETBA C K5' PARKING SETBACK10' PARKING SETBACK 10' PARKING SETBACKFUTURE SE KE T T L E S T O N E B V L D R O A D W A Y VERMILLION COURT142.27'152.97'23545 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C400 SITE PLAN C400 SITE PLAN ---- ---- C400 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 0 SCALE IN FEET 20 40 PLAYGROUND TABLE TYPE OF PLAY AREA AREA INFANT 1,800 SF TODDLER 3,925 SF VARSITY 3,049 SF TOTAL AREA 8,774 SF 5' BLACK CHAIN LINK FENCE (SEE C13 SITE DETAILS)(PERIMETER) 4' BLACK CHAIN LINK FENCE, TYP. (SEE C813 SITE DETAILS) PLAY AREA SECTION (SEE C815 SITE DETAILS) TURN DOWN CONCRETE WALK (SEE C813 SITE DETAILS) PEDESTRIAN RAMP (SEE C812 SITE DETAILS) ADA BOLLARD AND SIGNAGE, TYP. OF 3 (SEE C812 SITE DETAILS) CHAIN LINK FENCE GATE (SEE C813 SITE DETAILS) PLAY STRUCTURE AREA (SEE C814 SITE DETAILS) PLAY STRUCTURE AREA (SEE C814 SITE DETAILS) CHAIN LINK FENCE GATE (SEE C813 SITE DETAILS) PLAY AREA SECTION (SEE C815 SITE DETAILS) PLAY STRUCTURE AREA (SEE C814 SITE DETAILS) PLAY AREA SECTION (SEE C815 SITE DETAILS) SHADE STRUCTURE, TYP. (SEE C815 SITE DETAILS) TRASH ENCLOSURE (SEE C815 SITE DETAILS) SAND AND WATER PLAY STRUCTURE (SEE C814 SITE DETAILS) HEAVY DUTY CONCRETE PAVEMENT WITH INTEGRAL CURB AND GUTTER (6"), TYP (SEE C813 SITE DETAILS) 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARAPLAY AREA SECTION (SEE C815 SITE DETAILS)41'31.33'31'28.33' 23'17'8'8'8'17'17'9'9'17' R15' R3' R3' R3' 24' R3' R15' 6' MONUMENT SIGN R3' R3' R1' (3) BIKE RACK LANDSCAPE FORMS (SEE C812 SITE DETAILS) 78.87'168.22'71.22'6'PEDESTRIAN RAMP CROSSING SHADE STRUCTURE, TYP. (SEE C815 SITE DETAILS) SHADE STRUCTURE, TYP. (SEE C815 SITE DETAILS R5'5'26'R5' CONCRETE WALK (SEE C813 SITE DETAILS) PAVEMENT LEGEND SYMBOL DESCRIPTION STANDARD CONCRETE PAVEMENT WITH INTEGRAL CURB AND GUTTER (5") TURNDOWN CONCRETE SIDEWALK (4") CONCRETE SIDEWALK (4") SYNTHETIC TURF HEAVY DUTY CONCRETE PAVEMENT WITH INTEGRAL CURB AND GUTTER (6") STANDARD CONCRETE PAVEMENT WITH INTEGRAL CURB AND GUTTER (5"), TYP (SEE C813 SITE DETAILS) 29'26'26'58'5'20'70' R15' R3' R15' R3' R1' 6'5'10'12'17' SITE SUMMARY ZONING:K-RR SITE/LOT AREA:65,312 SQ. FT / 1.49 AC. IMPERVIOUS AREA:41,152.5 SQ. FT / 0.94 AC. (63%) GREENSPACE PROVIDED:24,159.5 SQ. FT / 0.55 AC. (37%) (MINIMUM 15%) FLOOR AREA RATIO:0.18 (MAXIMUM 0.35) BIKE PARKING:3 RACKS EMPLOYEES 10 STUDENTS 130 SQUARE FOOTAGE:11,990 GROSS SF CONSTRUCTION TYPE:VB BUILDING HEIGHT:27 FT SIGN REQUIREMENTS MAXIMUM HEIGHT:15'-0" MONUMENT SIGN AREA:60 SQ. FT SETBACK:15'-0" TOTAL WALL SIGN AREA:310 SQ. FT (1 SF PER 1 LF OF BUILDING FRONTAGE) WALL SIGN LETTER HEIGHT:6'-0" PARKING REQUIREMENTS (WAUKEE CODE) TYPE UNIT / AREA STALLS REQUIRED STALLS PROVIDED CHILD CARE CENTER 1 SPACE PER 6 CHILDREN (130 CHILDREN) 22 44* 1 SPACE PER VAN/BUS (0 VAN/BUS) 0 1 QUEUE SPACE PER 6 CHILDREN (130 CHILDREN) 22 MINIMUM ACCESSIBLE STALLS 26-50 STALLS 2 2 TOTAL:44 44* (2 ADA ) SETBACKS PARKING BUILDING PROVIDED BUILDING NORTH YARD 10'0'50' EAST YARD 5'0'32'-7" SOUTH YARD 5'0'46'-10" WEST YARD 5'0'77'-2" * NOTE: 4 ON-STREET PARKING STALLS ARE PROVIDED ON VERMILLION COURT XXX X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>GGUTUTUE UEPROPOSED ACCESS EASEMENT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>175Sanitary & Storm Sewer Easement Per Book 2017, Page 13000 Storm Sewer Eas e m e n t Per Book 2017, P a g e 2 0 6 0 7 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIII IIIII>>>>>>>>>>>>>>>>>>>>Water Main EasementPer Book 2017, Page 2060535 20Private Storm Sewer EasementPer Book 2017, Page 20607Private Ingress/Egress Easement Per Book 2017, Page 20608 151520 20 50 Private Ingress/Egress EasementPer Book 2017, Page 8784Private Ingress/Egress EasementPer Book 2017, Page 8784Sanitary Sewer EasementPer Book 2017, Page 2060620 EX STM MH R=1025.02 I S=1017.28 I W=1016.96 EX CB T/C=1024.50 I=1020.34 EX CB T/C=1024.44 I W=1019.49 EX SAN MH R=1022.77 I=993.47EX SAN MH R=1022.93 I N=1011.08 DROP STRUCTURE>>>EXISTING 8" SANITARYEXISTING 8" WATERMAIN15" STORM SEWER EXISTING 15" SANITARY EXISTING 15" SANITARY EXISTING 15" SANITARY 15" STORM SEWE R18" STORM SEWER18" STORM SEWER EX STM MH R=1022.93 I E=1018.53 15" CONC I N=1018.48 18" CONC I OPENING = 1021.6 SE KETTLEST O N E B V L D 10' PARKING SETBA C K5' PARKING SETBACK10' PARKING SETBACK 10' PARKING SETBACKFUTURE SE KE T T L E S T O N E B V L D R O A D W A Y VERMILLION COURT>>>>>>>>>>A-2 R=1025.84 I=1018.33 A-1 R=1024.71 I=1017.36 P-1 (12 " ) P-2 (12") CO-2 R=1025.30 I=1015.43 CO-1 R=1025.15 I=1014.48 SP-2 (6")SP-1 (6")EXP-1 (18")>>>IIIIIIEXP-2 (18")>>>>>>>>>>>>>>>>>>>>>>>>>>>>A-3 R=1024.16 I=1019.72 P-3 (12") A-4 R=1024.30 I=1021.20 SANITARY SEWER STRUCTURE SCHEDULE STRUCTURE NO. CO-1 CO-2 STRUCTURE TYPE CLEANOUT CLEANOUT STRUCTURE SIZE (In) 6 Ø 6 Ø STRUCTURE MATERIAL PVC PVC CASTING SOLID SOLID TOP OF CASTING ELEVATION 1025.15 1025.30 INVERT ELEVATION 1014.48 1015.43 PIPE NO. SP-1 EX-SP1 SANITARY SEWER PIPE SCHEDULE PIPE NO. SP-1 SP-2 DRAIN FROM CO-2 INLET ELEVATION 1015.43 1016.00 DRAIN TO CO-1 CO-2 OUTLET ELEVATION 1014.48 1015.43 PIPE SIZE 6" 6" MATERIAL PVC PVC PIPE CLASS SDR-26 SDR-26 PIPE GRADE 2.00% 2.00% PIPE LENGTH (FT) 47 29BUILDING STORM DRAIN SCHEDULE STRUCTURE NO. A-1 A-2 A-3 A-4 STRUCTURE TYPE SW-501 SW-401 SW-512 SW-512 STRUCTURE SIZE (In) 36 x 24 48 Ø 40 x 40 40 x 40 STRUCTURE MATERIAL RC RC RC RC CASTING SW-603 TYPE R SW-602 TYPE E SW-604 TYPE 3A SW-604 TYPE 3A * TOP OF CASTING ELEVATION 1024.71 1025.84 1024.16 1024.30 INVERT ELEVATION 1017.36 1018.33 1019.72 1021.20 OUTLET PIPE EXP-1 P-1 P-2 P-3 STORM DRAIN PIPE SCHEDULE PIPE NO. P-1 P-2 P-3 DRAIN FROM A-2 A-3 A-4 INLET ELEVATION 1018.33 1019.72 1021.20 DRAIN TO A-1 A-2 A-3 OUTLET ELEVATION 1017.50 1018.43 1019.82 PIPE SIZE (IN) 12 12 12 MATERIAL HDPE HDPE HDPE PIPE CLASS HDPE HDPE HDPE PIPE GRADE 1.50% 1.50% 1.50% PIPE LENGTH (FT) 55 86 92 23545 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C500 SITE UTILITY PLAN C500 SITE UTILITY PLAN ---- ---- C500 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 0 SCALE IN FEET 20 40 6" SANITARY SERVICE TO 5' FROM THE BUILDING, CONNECTION INTO THE BUILDING BY MECHANICAL CONTRACTOR I=1016.0 GAS, ELECTRIC AND PHONE SERVICE TO 5' FROM THE BUILDING,CONNECTION INTO THE BUILDING BY MECHANICAL CONTRACTOR 6" PVC WATER SERVICE 6" PVC ROOF DRAIN, TYP. (SEE ARCH) 6" PVC ROOF DRAIN, TYP. (SEE ARCH) 6" PVC ROOF DRAIN, TYP. (SEE ARCH) 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA * TOP OF CASTING ELEVATION ON CURB STYLE CATCH BASINS SIGNIFIES TOP BACK OF CURB ELEVATION UTILITY LEGEND EXISTING PROPOSED STORM DRAIN SANITARY SEWER SANITARY SEWER FORCEMAIN WATER MAIN GAS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND TV OVERHEAD UTILITY UNDERGROUND UTILITY FIBER OPTIC NOTES: 1.) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. 2.) ALL UTILITIES THAT ARE TO BE CONSTRUCTED TO 5' OUTSIDE OF BUILDING ARE TO BE CONNECTED TO BUILDING BY MECHANICAL CONTRACTOR. 3.) ENSURE 18" VERTICAL SEPARATION BETWEEN ALL PROPOSED & EXISTING WATER, STORM & SANITARY UTILITIES. 4.) WATER SERVICE MUST HAVE 5.5 FT MINIMUM COVER. 5.) GAS SERVICE AND METER TO BE INSTALLED AND SET BY THE CITY OF WAUKEE. >>>> >><II<IIIIG G OE OE UE UE UT UT UTV OHL FBO SANITARY CLEANOUT (CONNECT SANITARY SERVICE TO EXISTING SANITARY SEWER STUB, CONTRACTOR TO VERIFY SIZE, DEPTH, AND LOCATION) I=1014.48 CRITICAL CROSSING 6" STORM SEWER BOTTOM=1018.5 6" WATER SERVICE TOP=1016.5 CRITICAL CROSSING 6" STORM SEWER BOTTOM=1021.5 6" WATER SERVICE TOP=1018.00 FDC LOCATION CONNECT TO EXISTING WATER SERVICE AND REMOVE EXISTING BLOW OFF HYDRANT ( CONTRACTOR TO VERIFY SIZE, DEPTH, AND LOCATION) PROPOSED 10 FT PUE LINE FIRE RISER ROOM LOCATION GAS METER LOCATION WATER SERVICE LOCATION, SPLIT 2" AND 6" TO 5' FROM THE BUILDING IRRIGATION METER PIT LOCATION CONNECT TO EXISTING STORM SEWER PROPOSED MANHOLE ADJUSTMENT PROPOSED FIRE HYDRANT IIIIIIIIIIIIIII IIIIISE KETTLEST O N E B V L D 10' PARKING SETBA C K5' PARKING SETBACK10' PARKING SETBACK 10' PARKING SETBACKFUTURE SE KE T T L E S T O N E B V L D R O A D W A Y VERMILLION COURTXXX X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X SINGLE STORY BUILDING DAY CARE FACILITY 11,990 SF FFE = 1126.0 PROPOSED ACCESS EASEMENT 10251025102 5 1025 102510231024 1026 1026 1026102610261 0 2 6 1 0 2 7 -2.1%-1.5% - 1 . 2% -1.8%-1.3%-3.4% -0.5%-1.6%-2.1%-0.5%-0.6%-3.5%1024.771 0 2 3 . 9 0 1025.781025.911025.911025.581025.911025.911025.911025.221025.381025.651025.701024.80 EOF 102 5 . 3 21024.631025.681025.31 1025.5 0 EOF 1024.021024.2010 2 4 . 8 0 SINGLE STORY BUILDING DAY CARE FACILITY 11,990 SF FFE = 1026.01025.911025.311025.371025.671025.611025.8210 2 5 . 8 4 -4.0%1023.641 0 2 3 . 6 11025.401025.911025.871025.971025.911024.451025.801025.781025.231025.181025.521 0 2 5 . 7 71025.421025.67 1025.911025.281025.141024.911025.02-3.5%-3.5% -0.6%-1.2%-3.0%1025.771025.291025.2 91025.10102 4 . 4 01025 10251025102110221023 10 2 3 10 2 310241024 1 0 2 4 102410 2 4 1024102410261 0 2 6 10261 0 2 7 1 0 2 71027 1 0 2 8 1025 1025 102 5 102 51025 1 0 2 510251025 10241024102410241026 10261026 1 0 2 4 . 4 1MATCH 1025.26MATCH1024.77M A T C H 1025.06M A T C H 1025.68-1.5%-3.5%-0.6%-0.3% 1024.42 100 YR.1024.31100 YR.1024.711025.841 0 2 6 . 0 0 1026.001026.001025.951025.951025.951025.951025.981025.911025.911025.981025.951025.951025.991025.991025.971 0 2 5 . 6 9 1025.911025.911025.911025.911026.001026.001 0 2 6 . 0 01026.001 0 2 6 . 0 0 1026.0010 2 6 . 0 0 1026.001026.00102 6 . 0 01026.001026.001026.001026.001026.001 0 2 6 . 0 0 1024.831027.951024.221022.431022.3 1 EOF 1 0 2 2 . 2 6 1024.321024.26 1024.291024.341024.39 1024.571024.611024.211 0 2 4 . 2 61024.161024.431025.99-4.1%-5.6%-15.7%-4.9% -9.9% -5.2%1025.781025.781 0 2 5 . 6 31024.761024.811024.371 0 2 4 . 3 2 1025.891025.601025.361025.29-1.4%-6.2%-3.6%-4.2%-3.9%-4.0% -12. 1 % -1.0% -13.9 %-10.2%-2.8%-1.5%1026.001 0 2 5 . 7 0 1025.001024.08 -1.1%-1.5%-3.9% -19.7%-16.0%-8.2%-4.6%-3.8%-4.0%-1.4%1026.171026.09-1.0%-1.0%-1.3%-0.8%1025.551 0 2 5 . 5 1 -4.0%1024.45100 YR.>>>>>>>>>>>>>>1 0 2 5 . 3 71025.37102 5 . 9 1 1025.611025.671 0 2 5 . 9 11025.911025.841025.841025.611025.61-4.0%-1.5%-0.0%-4.0%-1.5%-0.0%-0.0%1025.711025.591025.691025.69-1.7% -1.6% -1.7%0.0%0.0%0.0%0.3%0.3%0.3%1025.911025.911025.91>>>>>>>>>>>>>>>>>>>>>>>>>IIII I I 1 0 2 3 . 8 6 102 4 . 2 0 102 4 . 2 5 1 0 2 3 . 1 71023.14M A T C H1023.641023.671 0 2 4 . 0 5 1023.72-0.5%-2.9%-3.0%1023.14100 YR.1024.321 0 2 4 . 2 7 10 2 4 . 2 6 1 0 2 4 . 2 1 1024.46 1024.551024.791024.72 1024.971024.901 0 2 4 . 4 0 1024.80 1 0 2 3 . 0 1 1022.96-1.1%-4.0%-1.0% -1.0%-1.1%-1.2%-1.1%-1.1%-4.7%-9.3%-7.9%Private Ingress/Egress Easement Per Book 2017, Page 20608 151520 XXXXXXXX1027.051027.28 1027.371027.131027.171027.031027.221027.221027.15-1.5% -1.1% -4.0%-4.0%-2.0%-1.0%-4.0%-3.6%-4.1%10 2 7 . 3 5 1027.401027.3 0 1027.351026.961027.231 0 2 7 . 0 91027.0110 2 7 . 4 4 1027.701027.3210 2 7 . 3 7 1027.421027.371027.231027.161027.23 1026.92 1027.141027.0410 2 6 . 9 6 1027.081027.08-1.0%-1.0%-1.2%-0 . 6 % 1027.10 10 2 7 . 6 51027.441026.89 1027.571 0 2 7 . 1 11027.711027.261027.291027.081026.98-4.0%-1.0%-1.0%-1.1% -1.4%-1.4%-1.0% -4.0%-1.0%-1.0%-4.0%-1.0%-4.0%-1.0%-1.0%23545 C4-GRADE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE -- - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C600 GRADING PLAN C600 GRADING PLAN ---- ---- C600 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 0 SCALE IN FEET 20 40 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA INSET A SCALE 1"=10' INSET A INSET B SCALE 1"=10' INSET B GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION SURFACE GRADE / DIRECTION GENERAL GRADING NOTES PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. 101 100 101 100 XXX.XXXXX.XX-X.X% INSET C SCALE 1"=10' INSET C >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIII IIIII>>>>>>>>>>>>>>>>>>> SE KETTLEST O N E B V L D FUTURE SE KE T T L E S T O N E B V L D R O A D W A Y VERMILLION COURTXXX X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X SINGLE STORY BUILDING DAY CARE FACILITY 11,990 SF FFE = 1126.0 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>GGUTUTUE UEPROPOSED ACCESS EASEMENT AG - (1) RA - (4) PS - (4) CR - (8) MP - (3) PL - (2) SR - (6) PL - (2) MP - (3) PL - (1) PL - (3) MP - (5) CR - (8) SR - (3) SP - (12) (2) - PK RA - (8) (8) SS (6) PS (1) AG (5) RA (5) RA (1) AG (6) PS (4) BK (10) PL (3) QW (5) BF (1) QW (2) AC(1) QW (3) OS (2) GI (3) GI (6) SR (10) PC (9) BK (9) SP (6) PL 23545 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE -- - RAB RAB DPP 19-23545 --/--/-- C700 PLANTING PLAN C700 PLANTING PLAN ---- ---- C700 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 0 SCALE IN FEET 20 40 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA LANDSCAPE REQUIREMENTS AS REQUIRED IN WAUKEE, IOWA ZONING CODE KETTLESTONE RETAIL REGIONAL DISTRICT (K-RR), KETTLESTONE PLAZA DISTRICT, ASHWORTH PROPERTIES LOCATION TYPE REQUIRED REQUIRED PROVIDED ENTIRE SITE OPEN SPACE KETTLESTONE PLAZA DISTRICT - 20% OPEN SPACE ASHWORTH PROPERTIES QUALIFIES FOR 5% REDUCTION SITE AREA = 65,312 SF X 15% = 9,797 SF 24,159 SF ENTIRE SITE OPEN SPACE LANDSCAPE REQUIREMENT FOR EVERY 1000 SF OF REQUIRED OPEN SPACE: 1.5 OVERSTORY TREES, 0.5 UNDERSTORY TREES, 2 SHRUBS MINIMUM 50% MUST BE OVERSTORY SHADE TREES MINIMUM 25% MUST BE EVERGREEN TREES 9,797 SF / 1000 = 9.8 MULTIPLIER 1.5 X 9.8 = 11 OVERSTORY TREES .5 X 9.8 = 5 UNDERSTORY TREES 2 X 9.8 = 20 SHRUBS 8 MUST BE OVERSTORY SHADE TREES 4 MUST BE EVERGREEN TREES 12 OVERSTORY TREES 5 UNDERSTORY TREES 48 SHRUBS 8 ARE OVERSTORY SHADE TREES 4 ARE EVERGREEN TREES ENTIRE SITE RESTORATION REQUIREMENTS 161.02 (6) ALL DISTURBED LAND SHALL BE RESTORED WITH SOD SOD IS SPECIFIED SOD IS SPECIFIED BUILDING PERIMETER FOUNDATION PLANTING REQUIREMENTS FOUNDATION PLANTINGS ARE REQUIRED AT THE BASE OF ALL BUILDINGS. ALL FOUNDATION PLANTINGS ARE IN ADDITION TO REQUIRED OPEN SPACE PLANTINGS. FOUNDATION PLANTINGS REQUIRED AT BUILDING 50 SHRUBS PROVIDED AS FOUNDATION PLANTINGS OFF-STREET PARKING AREA ISLAND/PENINSULA LANDSCAPE REQUIREMENTS EVERY PARKING LOT ISLAND MINIMUM 1 OVERSTORY TREE AND SHALL BE COVERED WITH PLANT MATERIALS, LAWN, OR MULCHES. 1 OVERSTORY TREE PER LANDSCAPE ISLAND WITH PLANT MATERIALS, LAWN, OR MULCH REFER TO PLAN, LANDSCAPE ISLANDS HAVE BEEN LANDSCAPED PER CODE WHEN APPLICABLE SERVICE AREA SERVICE AREA SCREENING LANDSCAPE SHOULD BE ADDED AROUND TRASH ENCLOSURES AND TRANSFORMERS TO SOFTEN VISUAL IMPACT. LANDSCAPE SCREENING AROUND TRASH ENCLOSURE AND TRANSFORMERS LANDSCAPE SCREENING AROUND TRASH ENCLOSURE AND TRANSFORMER PROVIDED SETBACK BETWEEN PARKING AND PUBLIC ROW BUFFER REQUIREMENT SETBACK BETWEEN PARKING AREA AND PUBLIC ROW SHALL BE LANDSCAPED WITH 2 OVERSTORY DECIDUOUS TREES AND 8 SHRUBS PER 50 LF OF FRONTAGE. THIS REQUIREMENT IS IN ADDITION TO REQUIRED OPEN SPACE TREES. 59 LF SETBACK / 50 = 1.18 MULTIPLIER 2 X 1.18 = 3 OVERSTORY DECIDUOUS TREE 8 X 1.18 = 10 SHRUBS TREE REQUIREMENT FULFILLED WITH STREET TREE REQUIREMENT 10 SHRUBS PROVIDED COLLECTOR ROAD ROW STREET TREE REQUIREMENT PROPERTIES THAT HAVE FRONTAGE ALONG PUBLIC STREET ROW THAT ARE CLASSIFIED AS COLLECTOR SHALL PLANT 1 TREE FOR EVERY 40 LF OF FRONTAGE EXCLUSIVE OF DRIVEWAYS. STREET TREES MAY BE COUNTED TOWARDS SATISFACTION OF TREE PLANTING REQUIREMENT FOR ANY ADJOINING OFF-STREET PARKING AREA. 200 LF FRONTAGE / 40 = 5 OVERSTORY DECIDUOUS TREES 5 OVERSTORY DECIDUOUS TREES EVERGREEN TREE QTY COMMON / BOTANICAL NAME SIZE ROOT AC 2 White Fir Abies concolor 6` HT MIN B & B PK 2 Korean Pine Pinus koraiensis 6` HT MIN B & B OVERSTORY TREE QTY COMMON / BOTANICAL NAME SIZE ROOT AG 3 Autumn Gold Ginkgo Ginkgo biloba `Autumn Gold` 8` HT MIN B & B GI 5 Skyline Thornless Honey Locust Gleditsia triacanthos inermis `Skycole` TM 12` HT MIN B & B OS 3 Ironwood Ostrya virginiana 8` HT MIN B & B QW 5 Regal Prince Oak Quercus x warei `Long` TM 8` HT MIN B & B UNDERSTORY TREE QTY COMMON / BOTANICAL NAME SIZE ROOT BF 5 Dakota Pinnacle Asian White Birch Betula platyphylla `Fargo` TM 6` HT MIN B & B GRASSES QTY COMMON / BOTANICAL NAME SIZE ROOT MP 11 Flame Grass Miscanthus sinensis `Purpurescens` 24" HT MIN CONT PS 16 Switch Grass Panicum virgatum `Shenandoah` 24" HT MIN CONT SP 21 Prairie Dropseed Sporobolus heterolepis 12" HT MIN CONT SHRUBS QTY COMMON / BOTANICAL NAME SIZE ROOT BK 13 Green Mountain Pyramid Boxwood Buxus x `Green Mountain` 24" HT MIN CONT CR 16 Arctic Fire Dogwood Cornus stolonifera `Arctic Fire` 24" HT MIN CONT PC 10 Columnar Mugo Pine Pinus mugo `Columnaris` 48" HT MIN CONT PL 24 Lemon Candy Dwarf Ninebark Physocarpus opulifolius `Podaras 3` TM 24" HT MIN CONT RA 22 Gro-Low Fragrant Sumac Rhus aromatica `Gro Low` 24" HT MIN CONT SR 15 Sem Ash Leaf Spirea Sorbaria sorbifolia `Sem` 24" HT MIN CONT SS 8 Little Princess Japanese Spirea Spiraea japonica `Little Princess` 24" HT MIN CONT PLANT SCHEDULE SITE BOUNDARY, TYP. SITE BOUNDARY, TYP. MONUMENT SIGN >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIII IIIII>>>>>>>>>>>>>>>>>>>>>>> SE KETTLEST O N E B V L D FUTURE SE KE T T L E S T O N E B V L D R O A D W A Y VERMILLION COURTXXX X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X SINGLE STORY BUILDING DAY CARE FACILITY 11,990 SF FFE = 1126.0 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>GGUTUTUE UEPROPOSED ACCESS EASEMENT 1 1 1 1 1 23545 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE -- - RAB RAB DPP 19-23545 --/--/-- C701 RESTORATION PLAN C701 RESTORATION PLAN ---- ---- C701 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 0 SCALE IN FEET 20 40 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA SYMBOL DESCRIPTION QTY DETAIL STEEL EDGING 185 lf1 REFERENCE NOTES SCHEDULE 3" CLEAN EGG STONE MULCH 2,064 sf - BLUEGRASS TURF SOD 13,843 sf - GROUNDCOVER SCHEDULE TEMPORARY EROSION CONTROL & STABILIZATION NOTE TEMPORARY STABILIZATION MEASURES, INCLUDING SEDIMENT CONTROL FENCE, INLET PROTECTION, ETC. MUST BE MAINTAINED UNTIL FINAL SODDING AND STABILIZATION MEASURES ARE IN PLACE AND APPROVED BY THE OWNER'S REPRESENTATIVE. RESTORATION NOTE: ALL AREAS DISTURBED BY UTILITY INSTALLATION AND CONSTRUCTION SHALL BE SODDED AS SPECIFIED. SITE BOUNDARY, TYP. MONUMENT SIGN SITE BOUNDARY, TYP. 23545 C5-LAND DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE -- - RAB RAB DPP 19-23545 --/--/-- C702 PLANTING SCHEDULE, NOTES, & DETAILS C702 PLANTING SCHEDULE, NOTES, & DETAILS ---- ---- C702 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA 1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE, FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. 3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 4.LAWN AREAS SHALL HAVE 8 INCHES MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL BE COMPACTED TO 85% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 5.REFER TO PLANTING DETAILS PLAN FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. 6.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 7.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 8.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. 9.OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SUIT BUDGET LIMITATIONS. CONTRACTOR'S UNIT BID PRICES SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. 10.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 FROM THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT, OWNER'S REPRESENTATIVE, AND OWNER. 11.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (A.N.S.I.), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO A.N.S.I. 12.ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. 13.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 14.PLANTING BED EDGING - USE 1/8" x 4" STEEL EDGING IN ALL AREAS WHERE PLANTING BED MEETS LAWN AREAS OR WHERE INDICATED. USE 12" STEEL SPIKES AS INSTRUCTED BY MANUFACTURER. 15.PROVIDE ROCK MULCH, 3-INCH EGG STONE WITH LANDSCAPE FABRIC, IN ALL PLANTING BEDS TO A 3-INCH MINIMUM DEPTH. 16.PROVIDE SHREDDED HARDWOOD MULCH CIRCLE, WITHOUT LANDSCAPE FABRIC, TO A 4-FOOT DIAMETER AROUND ALL TREES OUTSIDE PLANTING BEDS. 17.SOD SECTIONS SHALL BE STAKED IN PLACE WITH BIODEGRADABLE SOD STAKES WHEN SLOPE IS STEEPER THAN 5:1 OR WHEN CONDITIONS REQUIRE. 18.ALL PLANTS AND TURF TO BE IRRIGATED WITH A PERMANENT, UNDERGROUND IRRIGATION SYSTEM. 19.INDICATED QUANTITIES ARE ESTIMATES AND SHOULD BE CONFIRMED BY THE CONTRACTOR/BIDDER. GENERAL PLANTING NOTES DECIDUOUS TREE PLANTING DETAIL SCALE: 1" = 1'-0" TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING PLANTING SHOULD BE CUT CLEAN AT 90 DEGREES BACKFILL PLANTING PIT PER TREE PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREES IS PLUMB MULCH PER PLANS AND NOTES. DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL NEVER CUT PRIMARY LEADER PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90 DEGREES *NOTE: DO NOT STAKE TREES UNLESS INDICATED. FINISH GRADE TIE NYLON STRAPPING AROUND TRUNK AS SHOWN 1/2" WIDE NYLON STRAPPING - COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT ORANGE CAUTION MARKERS #4 REBAR, 18" LONG - DRIVE TOP STAKE BELOW GRADE STAKING DIAGRAM SHRUB PLANTING DETAIL SCALE: 1" = 1'-0" 3" LAYER OF MULCH, PER PLANS & NOTES BACKFILL PLANTING PIT PER SHRUB PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL / CONTAINER MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL / CONTAINER - TILL ALL PLANTING BEDS TO A MINIMUM DEPTH OF 6" THROUGHT PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE 3" ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL FINISH GRADE CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE, OR ENTIRE CONTAINER, AND REMOVE FROM THE PLANTING PIT, SCARIFY ROOTS FOR ALL CONTAINERIZED PLANTS 5 GALLONS FOR SMALLER CONTAINER DIA 2X CONTAINER DIA PLAN PERENNIAL PLANTING DETAIL SCALE: 1" = 1'-0" EDGE OF PLANTING BED - PER PLANS & NOTES PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS AND TREES STAGGER SPACING WHERE POSSIBLE EDGE OF STRUCTURE OR PAVING PLANT PERIMETER AT SPECIFIED SPACING FINISH GRADE UNLESS OTHERWISE NOTED, PLANT UP TO EXISTING DRIP LINE OF ADJACENT SHRUBS SECTION 3" LAYER OF MULCH PER MATERIALS SCHEDULE, OR AS NOTED ON PLAN TILL ALL PLANT BEDS TO A MINIMUM DEPTH OF 6" AND BACKFILL PER SPECIFICATIONS, WHEN PROVIDED - IN AREAS WITH HEAVY CLAY OR ROCKY SOILS AMEND WITH AMENDED PLANTING SOIL FROM A LOCAL SOURCE ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE 3" CUT AND REMOVE THE ENTIRE CONTAINER AND SCARIFY, AS NECESSARY, ROOTS FOR ALL CONTAINERIZED PLANTS 5 GALLONS FOR SMALLERBED EDGE PER PLANS PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB LANDSCAPE EDGING DETAIL SCALE: 1" = 1'-0" MULCH - PER PLANS & NOTES PLANTING BED - SOIL PREPARATION PER PLANS & NOTES LAWN OR GROUND COVER FINISH GRADE LANDSCAPE EDGING AND STAKING - PER PLANS & NOTES SUBGRADE - PER PLANS & NOTES CONIFER / EVERGREEN TREE PLANTING DETAIL SCALE: 1" = 1'-0" TIE NYLON STRAP AROUND TRUNK AS SHOWN CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING PLANTING SHOULD BE CUT CLEAN AT 90 DEGREES BACKFILL PLANTING PIT PER TREE PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL MULCH PER PLANS AND NOTES. DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN ROOTBALL DIA 1.5 X ROOTBALL DIA DEPTH OF ROOTBALL NEVER CUT PRIMARY LEADER PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90 DEGREES TREES 8'+TREES 6'-8' TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" 1/2" WIDE NYLON STRAPPING - COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT *NOTE: DO NOT STAKE TREES UNLESS INDICATED. STAKING DIAGRAM, NO STAKING TREES UNDER 6' IIIIIIIIIIIIIII IIIIISE KETTLEST O N E B V L D 10' PARKING SETBA C K5' PARKING SETBACK10' PARKING SETBACK 10' PARKING SETBACKFUTURE SE KE T T L E S T O N E B V L D R O A D W A Y VERMILLION COURTXXX X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X SINGLE STORY BUILDING DAY CARE FACILITY 11,990 SF FFE = 1126.0 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>GGUTUTUE UEPROPOSED ACCESS EASEMENT AA AA AA AA X X 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.0 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 1.1 1.5 1.5 1.2 1.0 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.9 1.5 2.1 2.1 1.8 1.4 1.2 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.4 0.8 1.3 2.2 2.8 2.9 2.5 2.0 1.5 1.1 0.8 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.5 1.3 2.5 3.7 3.5 3.5 3.1 2.5 1.8 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.4 3.3 5.4 4.0 3.7 3.4 2.9 2.2 1.6 1.1 0.8 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 1.4 3.8 7.3 4.6 3.7 3.7 3.2 2.4 1.7 1.2 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.5 3.4 6.0 4.6 4.1 3.8 3.2 2.4 1.8 1.2 0.9 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.5 3.0 4.7 4.6 4.5 3.9 3.2 2.4 1.8 0.9 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.2 2.0 3.4 4.4 4.5 3.9 3.2 2.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.0 1.8 3.2 4.4 4.5 4.0 3.2 2.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.3 2.3 3.8 4.6 4.7 4.1 3.4 2.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.5 3.3 5.3 4.8 4.7 4.2 3.5 2.9 2.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.5 3.7 6.9 5.0 4.4 4.3 3.7 3.1 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.5 3.7 7.3 5.1 4.4 4.3 3.7 3.1 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.4 3.3 5.6 4.9 4.7 4.3 3.6 2.9 2.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.4 2.5 4.0 4.6 4.9 4.2 3.5 3.0 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.0 1.8 3.2 4.5 4.7 4.2 3.5 3.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.1 1.9 3.3 4.5 4.8 4.2 3.5 3.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 1.4 2.8 4.5 4.7 4.9 4.3 3.7 3.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.4 3.2 6.0 5.0 4.6 4.3 3.9 3.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.3 3.5 7.7 5.3 4.3 4.4 4.0 3.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.3 3.2 6.2 5.0 4.4 4.3 3.8 3.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.4 2.8 4.7 4.6 4.7 4.2 3.5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 1.1 1.8 3.2 4.2 4.6 4.0 3.3 2.7 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.8 1.5 2.8 4.2 4.4 3.9 3.2 2.7 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.0 1.8 3.1 4.2 4.5 4.0 3.2 2.7 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.2 2.6 4.7 4.6 4.5 4.0 3.4 2.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.1 2.7 6.0 5.0 4.0 3.9 3.5 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.0 2.7 7.1 5.2 3.7 3.7 3.4 2.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.0 2.5 5.1 4.3 3.7 3.5 3.0 2.4 1.6 1.0 0.7 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.0 2.0 3.3 3.4 3.5 3.1 2.6 2.0 1.4 1.0 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.0 1.7 2.4 2.8 2.5 2.0 1.6 1.2 0.9 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 1.2 1.9 2.0 1.8 1.5 1.2 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.3 1.4 1.3 1.0 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.8 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.7 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23545 C6-LIGHTING DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE - SMG ARA/RJA RJA/ART 19-23545 --/--/-- C800 PHOTOMETRIC PLAN C800 PHOTOMETRIC PLAN ---- ---- C800 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 0 SCALE IN FEET 20 40 FOOTCANDLE LEGEND MANUFACTURER/MODEL NUMBER LIGHT FIXTURE SCHEDULE STYLETYPE LAMPS REMARKS Provide light fixtures as shown on Fixture Schedule. Substitutions shall have prior approval by the Project Engineer before bid date. Being listed as an acceptable Manufacturer in no way relieves the Contractors obligation to provide all equipment and features in accordance with these specifications. AA (1) ALT4-P35-180L-4K-FGL-NFO (1) #PTRS20-61120 HEAD(S) SITE POLE SINGLE HEAD POLE 20'-0" POLE (1) 213W LED KIM LIGHTING / LIGHT POLE DETAIL N.T.S.1 x EXISTING 23545 C0-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C810 SITE DETAILS C810 SITE DETAILS ---- ---- C810 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA 7030.206 CURB RAMPS OUTSIDE OF INTERSECTION RADIUS SUDAS Standard Specifications W W m in .Detectable Warning 1 Key 3 Turning Space 3 1 2 4'-0" min. 3 4 4'-0" 4 4 4'-0" min. PERPENDICULAR CURB RAMP (For Class A Sidewalk) PARALLEL CURB RAMP (For Class A Sidewalk) Curb Ramp 1 W 2 3 4'-0" 2 2 PERPENDICULAR AND PARALLEL CURB RAMP (For Class B or C Sidewalk) 2 Perpendicular Curb Ramp: Target running slope of 6.25% with maximum running slope of 8.3%. Match pedestrian street crossing cross slope at back of curb. At mid-block crossings, cross slope may exceed 2.0% to match roadway grade. Parallel Curb Ramp: Target cross slope of 1.5% with a maximum cross slope of 2.0%. The length of the parallel ramp is not required to exceed 15 feet, regardless of resulting slope. Do not exceed 8.3% slope for parallel ramps shorter than 15 feet. Turning Space: Target slope of 1.5%, with a maximum slope perpendicular to the travel directions of 2.0%. At mid-block crossings, cross slope of landing may exceed 2.0% to match roadway grade. Minimum 4 feet by 4 feet. Flare (10:1 max.) required if ramp is contiguous with sidewalk. Right- of- w a y min. 5'-0" 5'-0" 5'-0" 5 feet by 5 feet. 55 &0-'(7$,/6 '$7('(6&5,37,21 %< 352-(&7 7,7/( 6+((7 5(9,6,21 6&+('8/( 352-(&7 12. ),/( 1$0( '(6,*1(' %< 25,*,1$/ ,668( '$7( '5$:1 %< &/,(17 352-(&7 12. 5(9,(:(' %< :,7+287 35,25 :5,77(1 &216(17. ,1&. $1' 0$< 127 %( 86(' &23,(' 25 '83/,&$7(' 7+,6 '2&80(17 ,6 7+( 3523(57< 2) , 6 *5283 '$7('(6&5,37,21 %< ,668( 6&+('8/( - $5$ $5$5-$ 5-$$57 -55 ------ C811 SITE DETAILS & 6,7( '(7$,/6 ---- ---- & ,$:$8.(( LOT 2 ASHWORTH SOUTH PLAT 2 &/,(17 5(9,(: 6(7 $5$ PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION&,7< 68%0,77$/ $5$ &,7< 68%0,77$/ $5$ 050 &,7< 68%0,77$/ $5$ 00 &,7< 68%0,77$/ $5$ 7030.205 GENERAL SIDEWALK AND CURB RAMP DETAILS SUDAS Standard Specifications DETECTABLE WARNING LOCATION AT RAILROAD CROSSING TYPICAL SECTION - CURB RAMP Slope Varie s 4 3 PERPENDICULAR CROSSINGSKEWED CROSSING 6 6 Pavement 12" (length varies)(if required) 6.25% (targe t ) 8.3% (max.) 1 2 LC of Roadway Detectable warning Sidewalk 1 6" min. Edge of Pavement 5 2 3 5 4 6 Key Turning Space See Detail A 5 Curb Ramp Standard Sidewalk 5% max. Cross Slope (4'-0"x4'-0" min.) 24" Wide (min.) Detectable Warning Possible Crossing Arm (location varies) Back of Curb DETAIL A Gutterline Level Line 12" expansion joint or KT-2 or BT-3 joint when specified. When a KT or BT joint is installed at the back of curb, provide 12" expansion joint at front or back of the turning space. 12" (max.) 4" min. 6" min. 18" Provide a minimum 2 foot width of detectable warning surfaces in the direction of pedestrian travel across the full width of the curb ramp or turning space, exclusive of curbs or flares. Provide a minimum of 6 inches of concrete below the detectable warning panel. Minimum 4 feet by 4 feet. Target cross slope of 1.5% with a maximum cross slope of 2.0%. If normal sidewalk elevation cannot be achieved with the perpendicular ramp between the street and landing due to limited ramp length, provide a parallel ramp to make up the elevation difference between the landing and the standard sidewalk. The length of the parallel ramp is not required to exceed 15 feet, regardless of the resulting slope. Do not exceed 8.3% slope for parallel ramps shorter than 15 feet. If crossing gate conflicts with location of detectable warning or if pedestrian crossing gate is provided, place detectable warning panel in advance of the crossing gate. Locate front edge of detectable warning panel 12 to 15 feet from centerline of nearest rail. Orient truncated domes parallel to the direction of pedestrian travel. Parallel Curb RampTurning SpacePerpendicular Curb Ramp 5 feet by 5 feet. PV-102 PCC CURB DETAILS FIGURE 7010.102 STANDARD ROAD PLAN BEAM CURB* *For short replacement sections, match existing curb profile DRIVEWAY DROP CURB FORM GRADE ELEV. 15 8'' 12" 6"2" R Slope as per plans Slope as per plans 6" SLOPED CURB 4" SLOPED CURB 12" 4" 4"2" R 18" 6" 41 2''11 2'' 1" R 6" 41 2''11 2'' 6" 1" R FORM GRADE ELEV. Slope as per plans 71 2'' 41 2'' 6" 6" STANDARD CURB R 3" DROP CURB AT SIDEWALK 1 2'' (max.) Back of Curb Level Line Gutterline 2'-6" (or as specified) FORM GRADE ELEV. Slope as per plans Proposed Pavement 1 2 3 1 8 1 2 3 CURB AND GUTTER UNIT Varies 71 2'' FORM GRADE ELEV. 1 1 2'' to 3'' (as specified) For joint details, see PV-101. 6" Standard Curb, 6" Sloped Curb, or 4" Sloped Curb as specified. " if Proposed Pavement is HMA. No elevation difference if Proposed Pavement is PCC. 'BT' , 'KT', or 'L' joint if Proposed Pavement is PCC. 'B' joint if Proposed Pavement is HMA. See Detail A DETAIL A FORM GRADE ELEV. R 3" Slope as per plans Slope as per plans PV-102 PCC CURB DETAILS FIGURE 7010.102 STANDARD ROAD PLAN 4'' Sloped 6" Sloped Any Curb No Curb 6'' Standard 6'' Sloped 6'' Standard 4'' Sloped5'-0" Transition 5'-0" Transiti o n 5'-0" Transition 5'-0" Transition CURB RUNOUT FOR ALL CURBS CURB TRANSITION FROM 6" SLOPED TO 4" SLOPED CURB TRANSITION FROM 6" STANDARD TO 4" SLOPED CURB TRANSITION FROM 6" STANDARD TO 6" SLOPED 4 15' Normal 15' Normal 4 Curb and Gutter Curb and Gutter'C''C''C''C'Proposed Pavement JOINTING DIAGRAM FOR CURB AND GUTTER UNIT'C''C'4 If proposed pavement is PCC, match joint spacing for proposed pavement. Place 'E' joints in curb and gutter section where expansion joints are to be placed in proposed pavement. SW-512 CIRCULAR AREA INTAKE FIGURE 6010.512 STANDARD ROAD PLAN 1'-0" min. SW-604 Type 3, 4, or 5 Casting Inlet Elevation Class 3 RCP Risers Square Edge Base 4''4'' 6'' min. 6'' min. Location Station Depth 12'' min. D1 1 18'' 24'' 24'' 30'' 30'' 36'' 12'' 15'' 18'' 21'' 24'' 27'' 1 2 2 TYPICAL SECTION CASE 1 INTAKE SIZE - CASE 1 Precast (shown) or cast-in-place base: Precast: 6 inch thick concrete with #6 welded wire mesh on 4 inch centers (WWF 4'' x 4''). Center mesh vertically within base. Cast-in-place: 8 inch thick non-reinforced concrete. 12 inch minimum riser height above all pipes. Outlet Pipe Diameter, D1 Minimum Riser Diameter, D2 Riser Diameter, D2 (varies) Concrete Fillet SW-604 CASTINGS FOR AREA INTAKES FIGURE 6010.604 STANDARD ROAD PLAN Hole Optional Hole Optional 33" FlowFlow TYPE 3A TYPE 3B TYPE 4A TYPE 4B TYPE 4C TYPE 4D TYPE 4 TYPE 3 TYPE 5 2" max. 2" max. 2" max. 1" min. 2" min. 1" min. 2" max. 1" min. 2" min. 1" min. 1" min.1" min. For Placement on 30'' RCP (Light Duty) 3 4" min. 197 8" ± 1 8" 11 2" min. 257 8" ± 1 4" 3 4" min. 3 4" min. 11 2" min. 321 4" ± 1 4"381 4" ± 1 4" 201 8" ± 1 8" 23" ± 1 8" 21 8" 83 4"67 8" min. 10" max. 67 8" min. 10" max. 197 8" ± 1 8"257 8" ± 3 8" For Placement on 18" RCP For Placement on 24" RCP For Placement on 36" RCP (Light Duty) For Placement on 24" to 30" RCP For Placement on 18" RCP For Placement on 24" RCP 1" -NTS BIKE RACK 48"1'-0"24"60"36"12" CONCRETE BASE F&I: HANDICAPPED PARKING SIGN WHICH MEETS A.D.A. & STATE OF IOWA REQUIREMENTS. 2" Ø GALVANIZED STEEL POST CONCRETE FILLED 6" STEEL GUARD POST 24"Ø x 4'-0" DEEP CONC. PLUG HANDICAPPED SIGN POST W/BOLLARD NTS 7030.210 DETECTABLE WARNING PLACEMENT SUDAS Standard Specifications PARALLEL RAMPS PERPENDICULAR RAMPS 1 2 Detectable Warning Key Turning Space Curb Ramp 2'-0" min. 2'-0" min. 2'-0" min. 2'-0" min. 2'-0" min. 2'-0" min. 2 Grade Break Grade Break Grade Break 1 1 1 2 When detectable warning is located on curb ramp surface, orient domes in the direction of pedestrian travel. When the distance between the grade break and the back of curb is less than 5 feet, place detectable warning surface at the bottom of the curb ramp. Where one corner of the curb ramp is more than 5 feet from the back of curb, construct curb ramp as a parallel curb ramp. Move grade break back as required to place detectable warning on turning space at the back of curb. Provide a minimum 2 foot width of detectable warning surfaces in the direction of pedestrian travel across the full width of the curb ramp or turning space, exclusive of curbs or flares. Grade Break SD400NTS VERTICAL RAIN LEADER 4" PERIMETER DRAIN HORIZONTAL ROOF DRAIN, SIZE VARIES. 6" PVC LEADER 45° FITTING 6" PVC REDUCER 4" DOWNSPOUTBUILDING LINE FINISH FLOOR (SEE PLANS) 23545 C0-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C812 SITE DETAILS C812 SITE DETAILS ---- ---- C812 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA (5'-0"x5'-0" PLQ.) CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE IOWA DOT 14 COMPACTED SUBGRADE (12" MINIMUM) GRADE DROP LID TOP BOTTOM EXTENSION BASE CAP TO BE SET 12" BELOW GRADE. BOX TO BE SET WITH 12" OF ADJUSTMENT. RESILIANT WEDGE VALVE CONFORMING TO AWWA C-509-80 STANDARDS GATE VALVE, BOX SCREW TYPE THREE PIECE, 51 4" SHAFT SIZE G BOX, 7'6" EXTENDED, #6 STANDARD BASE GATE VALVE ADAPTOR ALL GATE VALVES SHALL BE IN ACCORDANCE WITH CITY OF STANDARDS GATE VALVE ADAPTER 1-1/2" WASHED ROCK (INCIDENTAL) MEGALUG CONC BLOCKING WATERMAIN PIPE BEDDING (SEE DETAIL) NOTES: INSTALL TOP NUT EXTENDER TO 7' DEPTH ON ALL VALVES WITH OVER-DEPTH TYPICAL GATE VALVE & BOX INSTALLATION NTS WM200 WAUKEE CONCRETE PAVEMENT W/ INTEGRAL CURB & GUTTER NTS CONCRETE CURB & GUTTER (REFER TO DETAILS FOR DIMENSIONS) CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 4"6"COMPACTED SUBGRADE CONCRETE SIDEWALK NTS VARIES 6"6"SEE DETAIL2 - #4 CONT BARS AGGREGATE BASE AS CURB FOUNDATION #4 BARS @ 16" OC EXTEND TO OPPOSITE EDGE OF CONC WALK 12" SAND BASE CONCRETE (MIN 4000 PSI) TURN DOWN CONCRETE SIDEWALK NTS ST170 TOP PAVEMENT TOP CONCRETE WALK TURN DOWN CONCRETE WALK TURN DOWN WALK TRANSITION N.T.S. EDGE OF SIDEWALK * DIRECTION OF DETAIL MAY BE MIRRORED TURN DOWN WALK W/ PAVEMENT TRANSITION CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 5"4"COMPACTED SUBGRADE CONCRETE PAVEMENT NTS STANDARD CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 6"6"COMPACTED SUBGRADE CONCRETE PAVEMENT NTS HEAVY DUTY 4' ON END POST4' OR 5'4' ON AIR DRIVEN LINE POST12"Ø ON END POST CONCRETE FOOTING GRADE WIRE SIZED PER MANUFACTURES RECOMMENDATION STRETCHER BAR TERMINAL POST 3" OD SCHEDULE 40 PIPE, GATE POST 4" OD SCHEDULE 40 PIPE, LINE POST 2" OD SCHEDULE 40 PIPE BLACK VINYL COATED #9 GAUGE CHAIN LINK FABRIC WITH 2" MESH TOP RAIL SIZED PER MANUFACTURERS RECOMMENDATION AIR DRIVEN LINE POST SPACING PER MANUFACTURERS REQUIREMENTS (TYP) 4' OR 5' CHAIN LINK FENCE NTS LD204 23545 C0-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C813 SITE DETAILS C813 SITE DETAILS ---- ---- C813 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA 6-23 MONTHS STRUCTURE ·NO FALL ZONE REQUIREMENT ·NO UNDERCUT REQUIRED PLAYGROUND STRUCTURE INSTALLATION INFORMATION SAND AND WATER PLAY STRUCTURE 23545 C0-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE - --- -- -- 19-23545 --/--/-- C814 SITE DETAILS C814 SITE DETAILS ---- ---- C814 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA SHADE STRUCTURE N.T.S. SHADE STRUCTURE MAINTENANCE INFORMATION SHADE STRUCTURE INSTALLATION INFORMATION PLAY AREA SECTION (N.T.S.) TURF (BY OTHERS) TURF (BY OTHERS) COMPACTED SUBGRADE NOTES: 1. CONTRACTOR TO INSTALL CONCRETE SLAB AND STONE IN LOCATIONS SHOWN ON THE PLAN. 2. ALL TURF AND PAD IS BY OTHERS. 3. THE COMPACTED STONE BELOW THE TURF AREA IS BY OTHERS. CONTRACTOR TO PREPARE SUBGRADE TO BOTTOM OF STONE ELEVATION. 1-1/2" PAD (BY OTHERS) 4" COMPACTED STONE 4" CONCRETE 1-1/2" 3" COMPACTED STONE (BY OTHERS) 1-1/2" 23545 C0-DETAILS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C815 SITE DETAILS C815 SITE DETAILS ---- ---- C815 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA XXX X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXXXXXX13 7 13 7 XXX X SINGLE STORY BUILDING DAY CARE FACILITY 11,990 SF FFE = 1126.0 GGUTUTUE UEPROPOSED ACCESS EASEMENT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>175LOT 2 Sanitary & Storm Sewer Easement Per Book 2017, Page 13000 Storm Sewer Eas e m e n t Per Book 2017, P a g e 2 0 6 0 7 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIII IIIII>>>>>>>>>>>>>>>>>>>>Water Main EasementPer Book 2017, Page 2060535 20Private Storm Sewer EasementPer Book 2017, Page 20607Private Ingress/Egress Easement Per Book 2017, Page 20608 151520 20 50 Private Ingress/Egress EasementPer Book 2017, Page 8784Private Ingress/Egress EasementPer Book 2017, Page 8784Sanitary Sewer EasementPer Book 2017, Page 2060620 >>> SE KETTLEST O N E B V L D 10' PARKING SETBA C K5' PARKING SETBACK10' PARKING SETBACK 10' PARKING SETBACKFUTURE SE KE T T L E S T O N E B V L D R O A D W A Y VERMILLION COURTIIIIII 1010 1015 1020 1025 1030 1035 IIIIII23545 C3-SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C820 FIRE TRUCK ACCESS AND HYDRANT COVERAGE MAP C820 FIRE TRUCK ACCESS AND HYDRANT COVERAGE MAP ---- ---- C820 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 0 SCALE IN FEET 20 40 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA HYDRANT COVERAGE LEGEND EXISTING HYDRANT PROPOSED HYDRANT R150' R150' PROPOSED FIRE HYDRANT EXISTING HYDRANT FDC LOCATION 100 FT FDC HYDRANT RADIUS EXISTING HYDRANT XXX X X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX X SINGLE STORY BUILDING DAY CARE FACILITY 11,990 SF FFE = 1126.0 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>GGUTUTUE UEPROPOSED ACCESS EASEMENT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>175LOT 2 Sanitary & Storm Sewer Easement Per Book 2017, Page 13000 Storm Sewer Eas e m e n t Per Book 2017, P a g e 2 0 6 0 7 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIIIII IIIII>>>>>>>>>>>>>>>>>>>>Water Main EasementPer Book 2017, Page 2060535 20Private Storm Sewer EasementPer Book 2017, Page 20607Private Ingress/Egress Easement Per Book 2017, Page 20608 151520 20 50 Private Ingress/Egress EasementPer Book 2017, Page 8784Private Ingress/Egress EasementPer Book 2017, Page 8784Sanitary Sewer EasementPer Book 2017, Page 2060620 >>> SE KETTLEST O N E B V L D 10' PARKING SETBA C K5' PARKING SETBACK10' PARKING SETBACK 10' PARKING SETBACKFUTURE SE KE T T L E S T O N E B V L D R O A D W A Y VERMILLION COURTPCPCPCPCPCPCPCPCPCPCPCPCPCPC PC PC PC PC PC PC PCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPC1025 1025 1025102510251025102510251023 10 24 1026102610261 0 2 6 102 7 10241026 1 0 2 7 102510251025102110 2 1 102210231 0 2 3 102310 2 3 10 2 310241 0 2 4 1 0 2 4 10241024102 6 102610271 0 2 7102510241026 10271 0 2 8 23545 C1-SWPPP DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE -- - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C900 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C900 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN ---- ---- C900 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA 0 SCALE IN FEET 20 40 EROSION CONTROL LEGEND SYMBOL ITEM NO.DESCRIPTION UNITS QUANTITY PERIMETER CONTROL LF 925 2573.502 EXISTING STORM DRAIN INLET PROTECTION EACH 3 2573.502 PROPOSED STORM DRAIN INLET PROTECTION EACH 3 2573.501 STABILIZED CONSTRUCTION EXIT EACH 1 CONCRETE WASHOUT AREA EA 1 EXISTING DRAINAGE ARROW PROPOSED DRAINAGE ARROW EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PERIMETER CONTROL CAN BE SILT FENCE, SEDIMENT CONTROL LOG, OR WOOD MULCH. QUANTITIES ARE FOR INFORMATIONAL PURPOSES TO MEET THE REQUIREMENTS OF THE CONSTRUCTION STORMWATER PERMIT. NO GUARANTEE IS MADE TO THE ACTUAL QUANTITIES REQUIRED. THE QUANTITIES SHOWN ARE TOTAL FOR THE ENTIRE PROJECT NOT SPECIFIC TO THIS SHEET. SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT NOTE #1: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY. NOTE #2: SUDAS TYPE 4 SEED MIX TO BE USED FOR ALL TEMPORARY STABILIZATION (SUDAS 9010) SOD TO BE USED FOR ALL PERMANENT STABILIZATION (SUDAS 9020) (ESTIMATED QUANTITY = 13,294 SF.) NOTE #3: REMOVE ALL DEBRIS AND MUD SETTLED INTO ROW AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. NOTE #4: THE ULTIMATE DISCHARGE LOCATION FOR THE SITE IS SUGAR CREEK. NOTE #5: THE STABILIZED CONSTRUCTION EXIT SHALL EXTEND TO A PAVED SURFACE AT ALL TIMES. NOTE #6: WORK SHALL BE CONFINED TO THE LIMITS OF THIS PROPERTY EXCEPT FOR THE SIDEWALK ALONG SE KETTLESTONE BVLD DIRECTLY SOUTH OF THE SOUTH PROPERTY LINE OF THE SITE. PC 101 100 101 100 EXISTING PROPERTY LINE, TYP. EXISTING CONTOUR, TYP. PERIMETER CONTROL OUTLINES PROJECT DISTURBANCE LIMITS AREA= 1.22 AC. STAGING/MATERIALS/ WASTE LOCATION 23545 C1-SWPPP DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE -- - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C901 EROSION & SEDIMENT CONTROL NOTES C901 EROSION & SEDIMENT CONTROL NOTES ---- ---- C901 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA ACTIVITY SCHEDULE Install all BMP's needed and associated with the Grading Phase such as stabilized construction entrances, silt basins, riser pipes, outlet pipes silt traps, silt fence, diversions, terraces, temporary berms, and etcetera. Prior to any stripping of existing vegetation or grading. Proceed with stripping of existing vegetation and grading in accordance with the grading plan, while disturbing no more than necessary. After Installing all BMP's needed and associated with the Grading Phase. Furthermore, INSPECTOR approval must be obtained before the start of any stripping of existing vegetation or grading. Proceed with infrastructure installation. Infrastructure installation must occur prior to any building construction. Implement the installation of Temporary Seeding, Permanent Seeding, and/or Mulching. Proceed with removal of BMP's. BMP's may not be removed until each impacted drainage basin has been fully developed. Full development shall mean installation of pavement, buildings, and utilities, landscaping, and fully established permanent seeding. Furthermore, INSPECTOR approval must be obtained before the removal of any BMP's. CONSTRUCTION ACTIVITIES & SCHEDULING CONSTRUCTION ACTIVITY NOTES: EROSION PREVENTION: Construction of silt fence and all other erosion control measures shall be complete before other construction activity occurs. Use phased construction wherever practical and establish turf as soon as possible to minimize sediment transport. Turf establishment or temporary seeding or mulching of all exposed soil not being actively worked should be immediately initiated once earth disturbing activities have ceased. Temporary cover during construction is incidental. Pipe outlets must be provided with temporary or permanent energy dissipation within 24 hours after connection to a surface water. SEDIMENT CONTROL PRACTICES: Construction of silt fence and all other erosion control measures shall be complete prior to land disturbing activities occur. Inlet erosion protection shall be installed and maintained until turf has been established. The contractor shall be responsible to control erosion from leaving the construction zone. All eroded material that leaves the construction zone shall be collected by the contractor and returned to the site at the contractor's expense. All streets must be swept at the end of each working day and prior to a rain event. Silt fence or other effective erosion control measures must be installed around the perimeter of any soil stockpiles, including temporary stockpiles. Stockpiles cannot be placed in surface waters, including storm water conveyances such as curb and gutter systems, or conduits and ditches. Perimeter control shall be installed along the back of curb immediately following curb installation at all locations with positive drainage to parking lot and/or streets, and shall remain until stabilization is achieved. This shall be accomplished through the use of silt fence, biorolls, Rock logs, or other methods approved by the Engineer. CONSTRUCTION ACTIVITY NOTES: DEWATERING AND BASIN DRAINING: Dewater sediment-laden water to sedimentation basins if possible, or use other BMP's to prevent erosion and remove sediment when discharging to surface waters. Use appropriate energy dissipation measures on all discharges. Dewatering practices cannot cause nuisance conditions, erosion or in receiving channels or inundation of wetlands resulting in adverse impacts. POLLUTION PREVENTION: All solid waste collected from the construction site must be disposed in accordance with all applicable regulations. All hazardous materials (oil, gasoline, fuel, paint, etc) must be properly stored to prevent spills, leaks or other discharge, storage areas shall provide secondary containment and a hazardous materials spill kit. Storage and disposal of hazardous waste must be in compliance with all applicable regulations. Equipment maintenance areas must be limited to a defined area of the site. All runoff containing any hazardous material must be properly collected and disposed. No engine degreasing shall be allowed on site. The contractor is responsible for monitoring air pollution and ensuring it does not exceed levels set by local, state, or federal regulations. This includes dust created by work being performed on the site. Air pollution and dust control correction is considered incidental to the unit bid prices for which work is being performed. Additional dust control measures may be required by the Engineer. Concrete washout onsite: All liquid waste generated by concrete washout operations must be contained in a leak-proof containment facility or impermeable liner. The liquid waste must not contact the ground, and there must not be runoff from the concrete washout operations or areas. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. Protect storm sewers and drainage ways from allowing concrete slurry from concrete operations to discharge offsite. INSPECTION AND MAINTENANCE: The Permittees must routinely inspect the construction site once every seven (7) days during active construction. All inspections performed during construction must be recorded and records retained with the SWPPP. Contractor is responsible for keeping a record of all rainfall information & erosion control maintenance until final establishment of turf. All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 12 of the height of the fence. Erosion control, and other BMP's must be replaced, repaired, or supplemented when they reach 50% design load. FINAL STABILIZATION: The Permittees must ensure final stabilization of the site. The Permittees must submit a notice of termination within 30 days after final stabilization is complete or control has been passed to another owner. All temporary erosion control measures and BMP's must be removed as part of the final site stabilization. The storm water permit further defines final stabilization and its requirements. MAINTENANCE SCHEDULE The following Maintenance Schedule has been provided. The INSPECTOR must perform the inspections. The OPERATOR/CONTRACTOR must perform all needed maintenance. Furthermore, all erosion control feature requiring maintenance may not be listed below. The OPERATOR/CONTRACTOR and INSPECTOR must perform their respective duties on all BMP's that are not listed below as well. 1.Construction Entrance - The entrance shall be maintained in a condition which will prevent tracking or flow of sediment onto public rights-of-way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or materials dropped, washed or tracked onto roadways will not be permitted under any circumstances. 2.Wattles - The maintenance measures are as follows: (2.1) wattles shall be inspected weekly; (2.2) close attention shall be paid to the repair of damaged bales, end runs and undercutting beneath bales; (2.3) necessary repairs to barriers or replacement of wattles shall be accomplished promptly; (2.4) sediment deposits shall be removed after each rainfall, they must be removed when the level of deposition reaches approximately one-half the height of the wattle; and (2.5) any sediment deposits remaining in place after the wattle is no longer required shall be dressed to conform to the existing grade, prepared and seeded. 3.Silt Fence - The maintenance measures are as follows; (3.1) silt fences shall be inspected weekly, any required repairs shall be made immediately; (3.2) close attention shall be paid to the repair of damaged silt fence resulting from end runs and undercutting; (3.3) should the fabric on a silt fence decompose or become ineffective prior to the end of the expected usable life and the barrier is still necessary, the fabric shall be replaced promptly; (3.4) sediment deposits must be removed when the level of deposition reaches approximately one-half the height of the barrier; and (3.5) any sediment deposits remaining in place after the silt fence is no longer required shall be dressed to conform to the existing grade, prepared and seeded. 4.Storm Drain Inlet Protection - The maintenance measures are as follows: (4.1) structures shall be inspected weekly and repairs made as necessary and (4.2) structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 5.Temporary Seeding - Areas which fail to establish vegetative cover adequate to prevent rill erosion will be re-seeded as soon as such areas are identified. 6.Permanent Seeding - The maintenance measures are as follows: (10.1) in general, a stand of vegetation cannot be determined to be fully established until it has been maintained for one full year after planning; (10.2) new seedlings shall be supplied with adequate moisture, supply water as needed, especially late in the season, in abnormally hot or dry conditions, or on adverse sites, water applications shall be controlled to prevent excessive runoff; (10.3) inspect all seeded areas for failures and make necessary repairs, replacements, and reseedings within the planting season, if possible; [10.3.a] if stand is inadequate for erosion control, over seed and fertilize using half of the rates originally specified; [10.3.b] if stand is 60% damaged, re-establish following seedbed and seeding recommendations; [10.3.c] if stand has less than 40% cover, re-evaluate choice of plant materials and quantities of lime and fertilizer, the soil must be tested to determine if acidity or nutrient imbalances are responsible, re-establish the stand following seedbed and seeding recommendations. 7.Street Cleaning / Sweeping - The maintenance measures are as follows: (13.1) evaluate access points daily for sediment tracking; (13.2) when tracked or spilled sediment is found on paved surfaces, it will be removed daily, during times of heavy track-out, such as during rains, cleaning may be done several times throughout the day; (13.3) all streets shall be swept at the end of each working day and prior to a rain event; (13.4) unknown spills or objects will not be mixed with the sediment; and (13.5) if sediment is mixed with other pollutants, it will be disposed of properly at an authorized landfill. Stabilization of disturbed areas must be initiated immediately whenever any clearing, grading, excavating, or other earth disturbing activities have permanently ceased on any portion of the site or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. Stabilization of disturbed areas must be initiated immediately whenever any clearing, grading, excavating, or other earth disturbing activities have permanently ceased on any portion of the site or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. 23545 C1-SWPPP DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, DATE DESCRIPTION BY ISSUE SCHEDULE -- - ARA ARA/RJA RJA/ART 19-23545 --/--/-- C902 EROSION & SEDIMENT CONTROL DETAILS C902 EROSION & SEDIMENT CONTROL DETAILS ---- ---- C902 IAWAUKEE LOT 2 ASHWORTH SOUTH PLAT 2 11/22/19 CLIENT REVIEW SET ARA PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION11/26/19 CITY SUBMITTAL #1 ARA 12/23/19 CITY SUBMITTAL #2 ARA 02/25/20 CITY SUBMITTAL #3 ARA 03/11/20 CITY SUBMITTAL #4 ARA STANDARD 2" OVERFLOW AREA 11 GA GALVANIZED STEEL SUSPENSION SYSTEM LIFT HANDLES REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC NOTES: FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM INSTALLATION: REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE REPLACE GRATE MATERIALS: FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT SEDIMENT BAG - WOVEN GEOTEXTILE FABRIC; 2 CUBIC FOOT TYP VOLUME; STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME RECTANGULAR FILTER INLET PROTECTION NTS EC211 2'1' MIN3' DEEP10'NATIVE MATERIAL 5'x10'x3' CONCRETE WASHOUT AREA 1' DEEP IMPERVIOUS CLAY LINER MINIMUM 10-MIL THICK PLASTIC SHEETING OR APPROVED EQUAL NOTES: CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA. CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75% CAPACITY. WASHOUT AREA SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS, OPEN DITCHES OR BODIES OF WATER. CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING. WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE. CONCRETE WASHOUT NTS EC500 9040.102 FILTER BERM AND FILTER SOCK SUDAS Standard Specifications Water Flow Water Flow 1 1 12"24"Disturbed Area Direction of Flo w 2'-0" Water Flow (for perimeter control along street)10'-0" max.(for sediment and slope control) Area to be Protected Fill Material Filter Material Stakes (typ.) Construct "J-hook" at each end on an individual section of sock or berm. Place berm or sock perpendicular to slope. Stake Berm shown is typical for slopes flatter than 3:1. For steeper slopes, increase berm size as directed by the Engineer. Place berm in uncompacted windrow perpendicular to the slope at locations specified in the contract documents. Filter sock diameter as specified in the contract documents. PLAN VIEW OF SLOPE FILTER BERM FILTER SOCK SECTION VIEW AT STREET TYPICAL PLACEMENT OF BERM OR SOCK200'-0" max. length per section(600'-0" if slope is flatter than 5%) 3' min. Overlap 9040.120 STABALIZED CONSTRUCTION ENTRANCE SUDAS Standard Specifications 1 Le n g t h 1 1 Thickness as specified (6" min.). 20'-0" mi ni m u m 10'-0" mi n. 1 Entrance length: 50 foot minimum (30 foot for single family residential), or as specified in the contract documents. Length of entrance may be increased if sediment track-out occurs. FINISH FLOOR 0' -0" 6 AE2-001a STANDING SEAM METAL ROOF -M-8 PRE-FINISHED ALUMINUM TRIM -M-3 PRE-FINISHED ALUMINUM GUTTER & DOWN SPOUTS -M-6 BRICK VENEER -M-1a BRICK VENEER -M-1b STONE SILL -M-5 27' - 2 5/8" 19' - 9 5/8" 16' - 0 1/2" 26' - 1 1/8" 21' - 1 7/8" ROOF VENTS -PAINT TO MATCH ROOF SHINGLES (TYP) FINISH FLOOR 0' -0" STANDING SEAM METAL ROOF -M-8 PRE-FINISHED ALUMINUM TRIM -M-3 SIDING -M-4 PRE-FINISHED ALUMINUM GUTTER & DOWN SPOUTS -M-6 BRICK VENEER -M-1a BRICK VENEER - M-1b STONE SILL -M-5 14' - 8 3/8" 22' - 9 1/2" 26' - 1 1/8" 14' - 8 3/8" 22' - 9 1/2" 26' - 1 1/8" 27' - 2 5/8" 7 AE2-001a PROPOSED 100" X 24" SIGN -SIGN TO BE PERMITTED UNDER SEPARATE SUBMITTAL BY SIGN VENDOR SYMBOL ITEM MANUFACTURER MODEL COLOR / FINISH REMARKS M-1a M-3 M-4 M-5 M-6 M-8 M-9 BRICK BREAK METAL TRIM CEMENT BOARD SIDING SILLS & COLUMNS PRE-FIN ALUM GUTTER STANDING SEAM METAL ROOF SPLIT FACE CMU EXTERIOR ELEVATION MATERIALS BRAMPTON BRICK QUALITY EDGE JAMES HARDIE ESCHELON MASONRY PLY-GEM MASTIC McELROY METAL ESCHELON MASONRY CROSSROADS SERIES TRULINE EMBOSSED TRIM COIL 5" HORIZONTAL LAP SIDING CORDOVA STONE 5" K-STYLE SEAMLESS GUTTER INSTALOC STANDING SEAM SYSTEM, STYLE -PLANK PROFILE MESASTONE JASPER 807 CLAY COBBLESTONE LIMESTONE, GROUNDFACE PEBBLESTONE CLAY COPPER PENNY METALLIC COUNTY GRAY NOTE: -TYPICAL DORMERS M-4 SIDING, PAINT TRIM SW9172 TO MATCH. -CUPOLA TO BE PAINTED CLAY & DESERT SAND, PAINT SW9117 TO MATCH M-3. IF BRICK IS NOT READILY AVAILABLE PROVIDE OPTIONS FOR OWNER TO APPROVE IF CMU IS NOT READILY AVAILABLE PROVIDE OPTIONS FOR OWNER TO APPROVE M-10 M-11 M-12 WINDOW FRAME STOREFRONT EXTERIOR DOORS JELD-WEN - SHERWIN WILLIAMS VARIES -REFER TO WINDOW TYPES - - DESERT SAND DARK BRONZE ALUMINUM PAINT, SW701 HG GRAY SCREEN SEMIGLOSS M-1b BRICK BRAMPTON BRICK CROSSROADS SERIES PUTNAM FINISH FLOOR 0' -0" STANDING SEAM METAL ROOF -M-8 PRE-FINISHED ALUMINUM TRIM -M-3 PRE-FINISHED ALUMINUM GUTTER & DOWN SPOUTS -M-6 BRICK VENEER -M-1a STONE SILL & COLUMN -M-5 27' - 2 5/8" 26' - 1 1/8" 21' - 1 7/8" 16' - 0 1/2" 19' - 9 5/8" SPANDREL GLASS (5) BRICK VENEER -M-1b FINISH FLOOR 0' -0" STANDING SEAM METAL ROOF -M-8 PRE-FINISHED ALUMINUM TRIM -M-3 SIDING -M-4 PRE-FINISHED ALUMINUM GUTTER & DOWN SPOUTS -M-6 BRICK VENEER -M-1a BRICK VENEER - M-1b STONE SILL -M-5 ROOF VENTS -PAINT TO MATCH ROOF SHINGLES (TYP) GRADE LEVEL FACE BRICK M-1a TO MATCH BUILDING 6" ∅ STEEL PIPE -CONC. FILLED M-5 PRE-CAST CONCRETE CAP W/DRIP EDGE AT BOTH SIDES FINISH FLOOR 0' -0" BRICK BELOW CAST STONE TO GRADE 2 5/8" ± (ONE BRICK)4"2 5/8" ± (ONE BRICK) 2 5/8" ± (ONE BRICK) 8" ± (SOLDIER COURSE) BEHIND TRIM 1X4 TRIM BOARD ON 1X12 SUB BOARD WITH PRE- FIN ALUMINUM WRAP PRE-FIN ALUMINUM GUTTER FASCIA BOARD W/ PRE-FINISHED ALUMINUM WRAP 1' - 4"1' - 4"1' - 4"CAST STONE SILL TIE GUTTERS INTO ROOF DRAIN CONDUCTORS -TYP CONCEALED FLASHING 1/2" SOLID CELLULAR PVC SHEET ON SELF-ADHERED ROOFING UNDERLAYMENT ON 1/2" APA RATED SHEATHING ON HORIZONTAL 2X4 WOOD STUDS AT 16" ON CENTER ON 2X4 WOOD STUDS AT 16" ON CENTER ALUMINUM CLAD SILL W/ DRIP EDGE 1X4 TRIM BOARD PAINTED 9 1/2"2' - 6"9 1/2"2' - 6"WINDOW -TYPE B ON ALL 4 SIDES 1X CORNER BOARD PAINTED ON 1/2" PACK OUT 1X10 TRIM BOARD PAINTED 1X4 TRIM BOARD PAINTED 1X6 FASCIA TRIM BOARD PAINTED PREFINISHED METAL STANDING SEAM ROOFING ON 30LB ROOFING FELT ON 1/2" APA RATED SHEATHING ON 2X6 WOOD ROOFING FRAMING AT 16" ON CENTER 12 10 is a member of the IBI Group of companies DATE: ISSUE SHEET TITLE PROJECT SCALE: APPROVED BY:PROJECT MGR: PROJECT NO: SHEET NUMBER CLIENT COPYRIGHT ISSUES This drawing has been prepared solely for the intended use, thus any reproduction or distribution for any purpose other than authorized by IBI Group is forbidden. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and IBI Group shall be informed of any variations from the dimensions and conditions shown on the drawing. Shop drawings shall be submitted to IBI Group for general conformance before proceeding with fabrication. IBI Group - Michigan LLC NOT FOR CONSTRUCTIONCHECKED BY:DRAWN BY:SCALE CHECKSEAL 3221 W Big Beaver, Suite 111 Troy, MI, 48084 10mm1 inCONSULTANTS As indicated B C:\Users\corrinne.greer\Documents\REVIT2018\123046_814KC WakeIA_arch_v18_corrinne.greer.rvtEXTERIOR ELEVATIONS 123046 L.SMIGLIANI 2020-03-06 AE2-001a KINDERCARE LEARNING CENTER L.SMIGLIANI WAUKEE, IA C.GREER E.SHELINE AE2-001a Scale: 1/8" = 1'-0" 1 SOUTH ELEVATION AE2-001a Scale: 1/8" = 1'-0" 3 EAST ELEVATION AE2-001a Scale: 1/8" = 1'-0" 4 NORTH ELEVATION AE2-001a Scale: 1/8" = 1'-0" 2 WEST ELEVATION AE2-001a Scale: 1/8" = 1'-0" 5 TRASH ENCLOSURE TYP ELEVATION AE2-001a Scale: 1/2" = 1'-0" 6 ELEVATION DETAIL - QUION AE2-001a Scale: 1/2" = 1'-0" 7 ELEVATION DETAIL - CUPOLA No. DESCRIPTION DATE A SITE PLAN REVIEW 2019-11-08 B SITE PLAN REVISION 2020-03-10