Loading...
HomeMy WebLinkAbout2025-08-18 I03 US Bank_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: August 18, 2025 AGENDA ITEM: Consideration of approval of resolution approving a site plan for US Bank (300 SE Alice’s Road) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for a commercial building, located west of SE Alice’s Road and north of SE Laurel Street, containing 1.03-acres. The project includes the construction of a single-story building for US Bank. The building is 4,500 square feet in area and just under 25-feet in height. The site includes a drive-up canopy and ATM. A trash enclosure will be located at the southwest corner of the site. Two accesses will be provided into the site off of the private drive along the north side of the site. There will also be shared access with the lot to the south, which provided an access off of SE Laurel Street. Pedestrian connections will be provided into the site from both the west and east sides of the site. The parking requirements are being met. All public utilities are provided to the site. Storm water detention is provided with an underground detention facility, located in the northwest corner of the site. A minimum of 20% of the site is required to be open space, they are providing 23%. The required amount of plantings are being provided. The proposed lighting plan meets the requirements of the Site Plan Ordinance. The elevations of the building will be constructed of mostly brick, stone, metal panels and storefront system. The trash enclosure is proposed to be constructed of brick to match the building with composite gates. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the site plan request at their meeting on August 12, 2025, and recommended approval: Approval of a Site Plan for US Bank (300 SE Alice’s Road) Melissa DeBoer, Planning Coordinator, introduced the request for approval of a site plan for a commercial building. The property is generally located west of SE Alice’s Road and north of SE Laurel Street, containing approximately 1.03 acres and was platted as part of Waukee Towne Center Plat 4 in fall of 2023. I3 The project includes the construction of a single-story building for US Bank. The building is 4,500 square feet in area and just under 25-feet in height. The site includes a drive-up canopy and ATM. A trash enclosure is proposed at the southwest corner of the site. Two accesses will be provided into the site from the private drive along the north side of the site. There will also be shared access with the lot to the south. There is access from SE Laurel Street just to the south of the subject site that will provide access. A pedestrian connection is provided into the site from the existing trail along SE Alice’s Road. A five-foot-wide sidewalk will be installed along the west side of the site, adjacent to SE Laurel Street. A pedestrian connection will be provided into the site from the sidewalk along SE Laurel Street. A total of 14 parking spaces are required for the proposed site plan. The total amount of parking proposed is 23 spaces including 2 accessible stalls. This site will be serviced by public utilities. Storm water detention is provided with an underground detention facility, located in the northwest corner of the site. A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 23%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. The elevations of the building are proposed to be constructed mostly of brick, stone, metal panels, and storefront system. The trash enclosure will be constructed of brick to match the building and includes a composite gate. A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan Ordinance. The comprehensive plan classifies the subject property as Community Commercial. The Community Commercial classification provides a variety of goods and services to serve the community and are typically located along minor or major arterials. The site plan is in general conformance with the Site Plan Ordinance, Comprehensive Plan, and Planned Development. Staff recommends approval of the site plan for US Bank subject to remaining staff comments. Discussion as follows: None Motion by Commissioner Bankole for Approval of a Site Plan for US Bank (300 SE Alice’s Road), seconded by Commissioner Tuel. Ayes: Bankole, Beenken, Lohse, Tuel, and Bannister. Recusal: Broderick. Nays: None. Motion carried. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan IV. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2025- APPROVING THE SITE PLAN FOR US BANK (300 SE ALICE’S ROAD) 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 US Bank, subject to remaining staff comments on August 12, 2025; AND, WHEREAS, the Site Plan for US Bank is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for US Bank 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 18th day of August, 2025, that the Site Plan for US Bank is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN R. Charles Bottenberg Chris Crone Rob Grove Anna Bergman Pierce Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: US Bank – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: August 8, 2025 MEETING DATE: August 12, 2025 GENERAL INFORMATION Owner: WTC USB LLC Applicant: US Bank Owner’s Representative: Michael Lenz, RSP Request: The applicant is requesting approval of a site plan for a commercial building. Location and Size: Property is generally located west of SE Alice’s Road and north of SE Laurel Street, containing approximately 1.03 acres. Property Address: 300 SE Alice’s Road AREA MAP ABOVE: Aerial of property identifying the proposed site plan (outlined in RED). August 8, 2025 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Community Commercial C-1 / PD-1 (Community and Highway Service Commercial District / Planned Development District) North LOF Xpress (Commercial) Community Commercial C-1 / PD-1 (Community and Highway Service Commercial District / Planned Development District) South Chase Bank (Commercial) Community Commercial C-1 / PD-1 (Community and Highway Service Commercial District / Planned Development District) East U-Haul (Commercial) Mixed Use M-1 (Light Industrial District) West Target (Commercial) Community Commercial / Neighborhood Commercial C-1 / PD-1 (Community and Highway Service Commercial District / Planned Development District) HISTORY The subject property was platted as part of Waukee Towne Center Plat 4 in fall of 2023. PROJECT DESCRIPTION The project includes the construction of a single-story building for US Bank. The building is 4,500 square feet in area and just under 25-feet in height. The site includes a drive-up canopy and ATM. A trash enclosure is proposed at the southwest corner of the site. ACCESS AND PARKING Two accesses will be provided into the site off of the private drive along the north side of the site. There will also be shared access with the lot to the south. There is an access off of SE Laurel Street just to the south of the subject site that will provide access. A pedestrian connection is provided into the site from the existing trail along SE Alice’s Road. A five-foot-wide sidewalk will be installed along the west side of the site, adjacent to SE Laurel Street. A pedestrian connection will be provided into the site from the sidewalk along SE Laurel Street. A total of 14 parking spaces are required for the proposed site plan. The total amount of parking proposed is 23 spaces including 2 accessible stalls. UTILITIES This site will be serviced with public utilities. Storm water detention is provided with an underground detention facility, located in the northwest corner of the site. August 8, 2025 3 of 3 LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 23%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. ELEVATIONS The elevations of the building are proposed to be constructed mostly of brick, stone, metal panels, and storefront system. The trash enclosure will be constructed of brick to match the building and includes a composite gate. PHOTOMETRIC PLAN A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan Ordinance. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Community Commercial. The Community Commercial classification provides a variety of goods and services to serve the community and are typically located along minor or major arterials. STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance, Comprehensive Plan, and Planned Development. Staff recommends approval of the site plan for US Bank subject to remaining staff comments. © © NORTH BUILDING DATA TOTAL BUILDING AREA 4,500 SF PERCENT OF TOTAL PROPERTY AREA 0.09% MAX BUILDING HEIGHT 40'-0" PROPOSED BUILDING HEIGHT 24'-4" PARKING SUMMARY REQUIRED PARKING 14 SPACES @ 3/1,000 SF TOTAL PROPOSED PARKING 23 SPACES REQUIRED ACCESSIBLE PARKING 2 ACCESSIBLE SPACES (1 VAN ACCESSIBLE) PROPOSED ACCESSIBLE PARKING 2 ACCESSIBLE SPACES (1 VAN ACCESSIBLE) QUEUING SUMMARY REQUIRED QUEUING 9 SPACES @ 3/DRIVE-THROUGH STATION PROVIDED QUEUING 9 SPACES SITE DATA EXISTING ZONING C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT (PLANNED DEVELOPMENT DISTRICT) PROPOSED ZONING C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT (PLANNED DEVELOPMENT DISTRICT) PROPOSED LAND USE RETAIL BUSINESS - BANK PARKING SETBACKS SIDE/REAR = 5' RIGHT OF WAY = 10' BUILDING SETBACKS FRONT = 30' SIDE = 0' REAR = 30' RIGHT OF WAY = 30' PROPERTY SUMMARY TOTAL PROPERTY AREA 1.03 AC / 44,866 SF DISTURBED AREA 0.95 AC / 41,382 SF EXISTING IMPERVIOUS AREA 0.11 AC / 4,791 SF / 10.7% EXISTING PERVIOUS AREA 0.92 AC / 40,075 SF / 89.3% PROPOSED IMPERVIOUS AREA 0.79 AC / 34,412 SF / 76.7% PROPOSED PERVIOUS AREA 0.24 AC / 10,454 SF / 23.3% REQUIRED MINIMUM OPEN SPACE 8,927 SF = 20% OF 44,637 SF PROVIDED OPEN SPACE 10,454 SF Sheet List Table Sheet Number Sheet Title C000 TITLE SHEET C001 ALTA SURVEY C100 GENERAL NOTES C200 DEMO PLAN C300 SITE KEYNOTE PLAN C400 SITE DIMENSION PLAN C500 OVERALL GRADING PLAN C600 STORM SEWER PLAN C700 UTILITY PLAN C800 UTILITY NOTES & DETAILS C900 DETAILS C901 DETAILS C902 ADS DETAILS C903 ADS DETAILS C1000 EROSION CONTROL PLAN C1001 EROSION CONTROL PLAN C1003 EROSION CONTROL NOTES C1004 EROSION CONTROL DETAILS L101 LANDSCAPE PLAN L102 LANDSCAPE DETAILS C000 SITE PLAN FOR US BANK 300 SE ALICE'S ROAD WAUKEE, IOWA NINYO & MOORE 9707 E. EASTER LANE CENTENNIAL, COLORADO 80112 PH: (303)-629-6000 REPORT NO.: 503102001 DATED: 03/07/2025 SNYDER & ASSOCIATES 2727 S.W. SNYDER BLVD ANKENY, IOWA 50023 CONTACT: ERIC MILLER ERICMILLER@SNYDER-ASSOCIATES.COM (515)-494-6195 LOT 1 IN WAUKEE TOWNE CENTER PLAT 4, AN OFFICIAL PLAT, CITY OF WAUKEE, DALLAS COUNTY, IOWA PARCEL ID: 1234230001 LEGAL DESCRIPTION AC.ACRES APN ASSESSOR'S PARCEL NUMBER BLDG BUILDING BOT BOTTOM OF PIPE CB CATCH BASIN CIP CAST-IN-PLACE CMU CONCRETE MASONRY UNIT EG EXISTING GRADE EP EDGE OF PAVEMENT ESCP EROSION SEDIMENT CONTROL PLAN ESMT.EASEMENT EX EXISTING FF FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FS FINISHED SURFACE FW FIRE WATER GB GRADE BREAK HP HIGH POINT IE INVERT LP LOW POINT MH MANHOLE N.T.S.NOT TO SCALE PC POINT OF CURVATURE PPD PRECISE PLAN OF DESIGN PROP PROPOSED RL RIDGE LINE RG ROUGH GRADED ROS RECORD OF SURVEY RS RECORD SURVEY R/W RIGHT-OF-WAY SF SQUARE FEET SWLK SIDEWALK TC TOP OF CURB TG TOP OF GRATE T0P TOP OF PIPE TP TOP OF PAVEMENT TW TOP OF WALL TYP TYPICAL RSP ARCHITECTS, LTD 1220 MARSHALL ST NE MINNEAPOLIS, MN 55413-1036 CONTACT: MICHAEL LENZ MICHAEL.LENZ@RSPARCH.COM 612-677-7373 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IOWA 50263 PH: (515)-978-7900 WTC USB LLC 611 MONTICELLO DR BURLINGTON IA 52601 SITE MAP 1"=200' NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET BM500 ELEV=1043.06 BURY BOLT ON HYDRANT, +/-25' EAST OF SE LAUREL STREET, +/-100' SOUTH OF FRONTAGE ROAD, +/-10' NORTH OF CHASE BANK PARKING LOT. (AS SHOWN ON SURVEY) BENCHMARK OWNER: TOPOGRAPHY SOURCE: GEOTECHNICAL ENGINEER: ARCHITECT: GOVERNING AGENCY: ABBREVIATIONS :UTILITY PROVIDERS: 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 24X36 SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS NOTES TITLE SHEET US BANK 800 NICOLLET MALL MINEAPOLIS, MN 55402 CONTACT: SUZANNE HENDERSON SUZANNE.HENDERSON@JLL.COM 973-747-9570 DEVELOPER: I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. MICHAEL C. BRANDT. PE LIC. No. 42661 8/6/2025 Pages or sheets covered by this seal: I hereby certify that this document was prepared by me or under my direct personal supervision and that I am a duly licensed landscape architect under the laws of the State of Iowa. RYAN A. HYLLESTED, PLA LIC. No. 53828 Pages or sheets covered by this seal: FIBER OPTIC LUMEN/CENTURLINK SADIE HULL 918-547-0147 SADIE.HULL@LUMEN.COM TELECOMMUNICATIONS MEDIACON JERRY BROUGHTON 845-587-2521 JBROUGHTON@MEDIACOMCC.COM ELECTRIC MIDAMERICA ENERGY JAMIE NEER 515-252-6972 MECDSMDESIGNLOCATES@MIDAMERICAN.COM GAS CITY OF WAUKEE SEWER TIM ROYER STORM 515-978-7920 WATER TROYER@WAUKEE.ORG 8/6/2025 SITE SE LAUREL ST E HICKMAN RD SE A L I C E ' S R D © © C001 ALTA SURVEY (10.0') © © C100 GENERAL NOTES GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND STATE DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2. PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 3.CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 4.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 7.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 8.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 9.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 11.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 12.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 14.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 15.CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES. 16.ALL WORK SHALL BE IN COMPLIANCE WITH 2025 WAUKEE STANDARD SPECIFICATIONS AND 2025 SUDAS. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6.BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS. 7.EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4.THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6.PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 8" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES IMMEDIATELY UPON COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17.PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18.SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1.BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: SNYDER & ASSOCIATES ADDRESS: 2727 S.W. SNYDER BLVD, ANKENY, IA 50023 PHONE: 515-494-6195 DATED: 01/02/2025 2.GEOTECHNICAL EVALUATION REPORT PERFORMED BY: NINYO & MOORE ADDRESS: 9707 E. ESTER LANE, CENTENNIAL, CO 80112 PHONE: 303-629-7900 DATED: 03/07/2025 3.CONSTRUCTION TESTING TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY Know what'sbelow. before you dig.Call R © © Z NORTH A B C D E F G H I J K L 0 GRAPHIC SCALE IN FEET 20 10 20 40 M N O P /////// Q KEYNOTE LEGEND SAWCUT EXISTING CONCRETE PAVEMENT DEMOLISH AND REMOVE EXISTING CURB DEMOLISH AND REMOVE EXISTING CONCRETE PAVEMENT DEMOLISH AND REMOVE EXISTING HEADWALL PROTECT IN PLACE EXISTING CURB PROTECT IN PLACE EXISTING UTILITY LINE / STRUCTURE PROTECT IN PLACE EXISTING ELECTRICAL TRANSFORMER PROTECT IN PLACE EXISTING LIGHT POLE PROTECT IN PLACE EXISTING CURB RAMP PROTECT EXISTING OVERHEAD ELECTRICAL POLE PROTECT IN PLACE EXISTING CONCRETE PAVEMENT PROTECT N PLACE EXISTING TREE REMOVE CONCRETE SURFACE PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE EXISTING CURB & GUTTER LEGEND REMOVE CONCRETE SURFACE PROPERTY LINE EXISTING UNDERGROUND ELECTRICAL LINE EXISTING STORM PIPE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL TRANSFORMER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE EXISTING CURB LEGEND FULL DEPTH SAWCUT 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER AND IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE LOCAL AND STATE AGENCIES. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE, INCLUDING THE TYPE OF DEBRIS AND LOCATION WHERE IT WAS DISPOSED. 3.THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTING UTILITIES WITHIN PROPOSED WORK AREA. 6.EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/OR FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ADDITIONAL UNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING WITH THE PROPOSED WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE CITY, COUNTY, AND STATE DOT AS NECESSARY. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLANS / SWPPP. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH STATE REQUIREMENTS. 14.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 15.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE; ACTIVE DRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. CONTRACTOR TO CONNECT DRAIN TILE TO THE STORM SEWER WHERE FEASIBLE AND PROVIDE AS-BUILTS TO CITY FOR ANY DRAINTILE MODIFICATIONS. 16.IF CONTAMINATED MATERIAL IS ENCOUNTERED ON THE PROJECT SITE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. 17.EXISTING WATER SERVICES TO BE ABANDONED AT THE MAIN PER CITY OF WAUKEE STANDARDS. WATERMAIN ABANDONMENT IN DELAWARE INCLUDED IN PUBLIC IMPROVEMENT PLANS. 18.CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN, INCLUDING DETOUR ROUTE, AND SCHEDULE TO CITY FOR APPROVAL 3 WEEKS PRIOR TO ROAD CLOSURE ALONG PRIVATE DRIVE. CONTRACTOR TO CLOSE SOUTHERN LANE ALONG PRIVATE DRIVE, ALLOWING ACCESS ONLY FROM ALICE'S ROAD, EGRESS ONTO SE LAUREL STREET. CONTRACTOR TO NOTIFY ADJACENT TENANTS PRIOR TO LANE CLOSURE. DEMOLITION PLAN NOTES LEGENDLEGEND CLEAR AND GRUB EXISTING FIBER COMMUNICATION LINE EXISTING NATURAL GAS LINE EXISTING WATER LINE C200 DEMO PLAN PROTECT N PLACE EXISTING ELECTRICAL BOX PROTECT N PLACE FIBER/TELECOM BOX REMOVE EXISTING BLOWOFF HYDRANT PROTECT IN PLACE EXISTING STOP SIGN DEMOLISH AND REMOVE EXISTING CURB REMOVE PORTION OF EXISTING STORM DRAIN PIPE. S E L A U R E L S T R E E T ///////////////////////////// A B K E K K D H H H H H J F L F F F F F I I C Z Z Z B H N M O K K F E E ////////// B E F P F Q Q END START CONTRACTOR TO FILL PIPE TO BE ABANDONED IN PLACE WITH FLOWABLE GROUT BETWEEN INTAKE AND END OF PIPE.C KA Know what'sbelow. before you dig.Call R © © NORTH 0 GRAPHIC SCALE IN FEET 20 10 20 40 C300 SITE KEYNOTE PLAN PROPOSED CURB AND GUTTER PROPERTY LINE LEGEND 6" DEPTH (MIN.) CONCRETE SLAB-ON-GRADE WITH PROPOSED 6" DEPTH CONCRETE SIDEWALK #3 REBAR, 3" O.C., CONCRETE SEALER: TK-26UV 8" DEPTH (MIN.) CONCRETE SLAB-ON-GRADE WITH #3 REBAR, 3" O.C., CONCRETE SEALER: TK-26UV CONSTRUCTION NOTES 6" INTEGRAL CONCRETE WALK. CONCRETE SEALER : TK26UV, REFER TO SUDAS FOR ALL PAVEMENT, SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS JOIN CONCRETE PAVEMENT TO EXISTING CONCRETE PAVEMENT. INSTALL ACCESSIBLE PARKING STALL STRIPING PER DETAIL 2 ON SHEET C900. INSTALL ACCESSIBLE PATH OF TRAVEL STRIPING PER DETAIL 3 ON SHEET C900. PATH OF TRAVEL SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5% AND CROSS SLOPE OF 2% AT ALL TIMES. INSTALL ACCESSIBLE SIGN POST AND BASE PER DETAILS 8 AND 9 ON SHEET C900. INSTALL DRIVE-THROUGH CANOPY. REFER TO ARCHITECTURAL SHEETS FOR FURTHER DETAIL. INSTALL 6" INCH CONCRETE CURB & GUTTER PER DETAIL 12 ON SHEET C901. INSTALL 6" INCH CONCRETE CURB PER DETAIL 11 ON SHEET C901. 4" WIDE, HIGH VISIBILITY, PAVEMENT STRIPING, LANE MARKINGS AND TEXT. COLOR - WHITE. INSTALL LIGHT POLE. REFER TO STRUCTURAL AND ELECTRICAL PLANS FOR FURTHER DETAIL. CONSTRUCT ACCESSIBLE RAMP. SHALL HAVE LESS THAN 2% MAX CROSS SLOPE AND 8.33% MAX RUNNING SLOPE AT ALL TIMES. REFER TO DETAIL 7 ON SHEET C900. CONSTRUCT ACCESSIBLE RAMP. SHALL HAVE LESS THAN 2% MAX CROSS SLOPE AND 8.33% MAX RUNNING SLOPE AT ALL TIMES. REFER TO DETAIL 6 ON SHEET C900. CONSTRUCT ACCESSIBLE RAMP. SHALL HAVE LESS THAN 2% MAX CROSS SLOPE AND 8.33% MAX RUNNING SLOPE AT ALL TIMES. REFER TO DETAIL 13 ON SHEET C901. INSTALL NEW BUILDING. REFER TO ARCHITECTURAL SHEETS FOR FURTHER DETAIL. INSTALL PROPOSED DRIVE-THROUGH ATM AND SURROUNDING CURBED ISLAND. CURBED ISLAND TO BE INSTALLED AT VARYING HEIGHT PER GRADING PLAN AND PER DETAIL 11 ON SHEET C901. REFER TO ARCHITECTURAL SHEETS FOR FURTHER DETAIL ON ATM AND BOLLARD SPACING RELATIVE TO PROPOSED CANOPY COLUMNS. INSTALL HEAVY DUTY CONCRETE PAVEMENT PER DETAIL 1 ON SHEET C900. INSTALL BIKE RACK. REFER TO ARCHITECTURAL SHEETS FOR FURTHER DETAIL. PROPOSED FIRE HYDRANT. SEE SHEET C600 FOR FURTHER DETAIL. PROPOSED WALK UP ATM. SEE ARCHITECTURAL SHEETS FOR FURTHER DETAIL. FLUSH CURB AND SIDEWALK PER DETAIL 10 ON SHEET C900. TRANSITION FROM 6" CURB TO FLUSH CURB. INSTALL LANDSCAPE. REFER TO LANDSCAPE PLANS FOR FURTHER DETAIL. PROPOSED TRANSFORMER PAD. REFER TO ELECTRICAL PLANS FOR FURTHER DETAIL. INSTALL TRASH ENCLOSURE. REFER TO ARCHITECTURAL SHEETS FOR FURTHER DETAIL. PROPOSED INLET LOCATION. REFER TO SHEET C600 - STORM SEWER PLAN FOR FURTHER DETAIL. INSTALL CONCRETE BOLLARD PER DETAIL 14 ON SHEET C901. PROPOSED SITE LIGHTING. REFER TO ARCHITECTURAL SHEETS FOR FURTHER DETAIL. PROPOSED LANDSCAPING EXISTING EASEMENTS. SEE SHEET C400 - SITE DIMENSION PLAN FOR FURTHER DETAIL. S D D D DO N O T EN T E R DO N O T EN T E R US BANK FOOTPRINT: 4500 SF APPROX FFE: 1045.00' S E L A U R E L S T R E E T SE A L I C E ' S R O A D 11 1 1 1 2 2 2 2 2 6 77 7 7 7 7 7 7 7 7 8 8 8 8 8 9TYP 9TYP 9TYP 9TYP 12 11 4 3 3 3 5 5 23 24 14 1515 16 16 16 16 16 16 9 TYP 9 TYP 9 TYP 9 TYP 9 TYP 9 TYP 9 TYP 9 TYP 1311411411 9TYP 9 TYP 9 TYP 9 TYP 9 TYP 17 19 20 21 21 22 22 22 22 22 22 22 22 2222 22 22 22 22 9 26TYP 25 25 27 27 27 27 27 27 27 25 10' RIGHT-OF-WAY PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK 10' RIGHT-OF-WAY PARKING SETBACK 5' SIDE YARD PARKING SETBACK 5' SIDE YARD PARKING SETBACK 2 25 Know what'sbelow. before you dig.Call R © © NORTH BUILDING DATA TOTAL BUILDING AREA 4,500 SF DRIVE THROUGH CANOPY AREA 1,095 SF PERCENT OF TOTAL PROPERTY AREA 10.1% BUILDING HEIGHT & # OF STORIES 24'-4", 1 STORY PARKING SUMMARY REQUIRED PARKING 14 SPACES @ 3/1000 GFA TOTAL PROPOSED PARKING 23 VEHICULAR SPACES REQUIRED ACCESSIBLE PARKING 2 STANDARD SPACES PROPOSED ACCESSIBLE PARKING 2 STANDARD SPACES SITE DATA EXISTING ZONING C1 - COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT PD-1 - PLANNED DEVELOPMENT DISTRICT (OVERLAY) PARKING SETBACKS SIDE/REAR = 5' RIGHT OF WAY = 10' BUILDING SETBACKS FRONT = 30' SIDE = 0' REAR = 30' 0 GRAPHIC SCALE IN FEET 20 10 20 40 PROPERTY SUMMARY OVERALL PROPERTY AREA 1.03 AC EXISTING IMPERVIOUS AREA 0.11 AC / 10.7% EXISTING PERVIOUS AREA 0.92 AC / 89.3% PROPOSED IMPERVIOUS AREA 0.79 AC / 76.7% PROPOSED PERVIOUS AREA 0.24 AC / 23.3% NET INCREASE IN IMPERVIOUS AREA 0.69 AC / 66.0% C400 SITE DIMENSION PLAN PROPOSED CURB AND GUTTER PROPERTY LINE LEGEND SITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH 2025 WAUKEE STANDARD SPECIFICATIONS AND 2025 SUDAS SPECIFICATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL TRAFFIC SIGNAL CONSTRUCTION MUST BE IN ROW. ANY ADDITIONAL ROW SHALL BE PROVIDED AT NO COST TO THE CITY OF ANKENY. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 6.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY SNYDER AND ASSOCIATES, INC., DATED 01/02/2025 KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 7.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 8.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 9.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 10.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 11.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 12.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 13.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 4. 0 ' EXISTING EASEMENTS. REFER TO PLANS FOR DETAIL. S DO N O T EN T E R DO N O T EN T E R US BANK FOOTPRINT: 4500 SF APPROX FFE: 1045.00' S E L A U R E L S T R E E T SE A L I C E ' S R O A D 52.0' 9.0' TYP. 9.0'8.0' 9.0' TYP. 5.6' 7.3' 45.5'5.8'29.0' 14.0'12.0'5.0'12.0'5.0'12.0' 16 . 0 ' 17.9' TYP. 9. 0 ' TY P . 19 . 0 ' TY P . 19 . 0 ' TY P . 26.6' 30.0' 8. 0 ' 6.5' 5 . 0 ' 11 . 0 ' 15 . 2 ' 24 . 0 ' 19.0' 9. 0 ' TY P . 17.9' TYP. 8. 3 ' 5. 0 ' 5.0' 5. 0 ' R=10' R=392' 30.0' 7.0' 5. 0 ' 17.9'10.6' R=2'R=2' R=2'R=2' R=5' 9.0' EXISTING 15 . 0 ' P U B L I C UTILITY EAS E M E N T AND SNOW S T O R A G E EASEMENT EXISTING PUBLIC STORM SEWER EASEMENT. (BK 2020, PG 29253) EXISTING PUBLIC SANITARY SEWER EASEMENT. (BK 2020, PG 29251) EX I S T I N G 3 0 . 0 ' P R I V A T E IN G R E S S / E G R E S S E A S E M E N T . (B K 2 0 2 0 , P G 2 9 3 5 6 ) EXISTING PRIVATE SANITARY SEWER EASEMENT. (BK 2020, PG 39356) EXISTING PRIVATE STORM SEWER EASEMENT. (BK 2020, PG 39356) 7.0' 5 . 0 ' 24'± JOIN EXISITNG R=2' R=5'R=5' R=7' 16 . 0 ' R=3' R=5' R=50' 2. 9 ' 24 . 0 ' 53 . 3 ' 3. 7 ' 10.1' 2. 5 ' 1. 5 ' 26.1' 11.4' R=3' R=281' 5. 3 ' 11 . 3 ' 82.0' 0. 7 ' 18.7' 23 . 0 ' 3.3' 27 . 8 ' 27.0'5. 1 ' 10.6' 5. 1 ' 41.1'25.3'0. 7 ' 16 . 0 ' 5.3' 5.3'12 . 0 ' 10' RIGHT-OF-WAY PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK 10' RIGHT-OF-WAY PARKING SETBACK 5' SIDE YARD PARKING SETBACK 5' SIDE YARD PARKING SETBACK R=5' R=5' R=3'R=3'R=3'R=3'27.6' 26.9' Know what'sbelow. before you dig.Call R © © NORTH GB NORTH 0 GRAPHIC SCALE IN FEET 20 10 20 40 0 GRAPHIC SCALE IN FEET 5 2.5 5 10 GRADING PLAN NOTES 1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2025 SUDAS AND CITY SUPPLEMENTAL SPECIFICATIONS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READY FOR SUB-BASE. 6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONS ALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED 8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TO COLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENT AREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS. 10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THE GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER. 11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSED CONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED. 12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSING DRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS: ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12). SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%. ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BE ACCEPTED FOR ADA COMPLIANCE ISSUES. 13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITE AREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINAL CONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHES OF TOPSOIL. 14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. 925 LEGENDLEGEND C500 OVERALL GRADING PLAN FS 29.00 EG (29.00) 925 DETAIL 1 DETAIL 2 DD D D D S E L A U R E L S T R E E T SE A L I C E ' S R O A D US BANK FOOTPRINT: 4500 SF APPROX FFE: 1045.00' GB GB GB G B GB GB TC 1044.80 FL 1044.30 TC 1044.50 FL 1044.00 TC 1044.14 FL 1043.64 TC 1043.99 FL 1043.49 TC 1043.26 FL 1042.76 TC 1042.70 FL 1042.20 TC 1041.62 FL 1041.12 TC 1041.75 FL 1041.25 TC 1041.77 FL 1041.27 TC 1041.78 FL 1041.28 TC (1041.62) FL (1041.12) JOIN EXIST. TC (1042.24) FL (1041.74) JOIN EXIST. TC 1042.53 FL 1042.03 TC 1042.65 FL 1042.15 TC 1042.80 FL 1042.30 TC 1041.94 FL 1041.44 TC 1041.72 FL 1041.22 TC 1041.50 FL 1041.00 TC 1041.59 FL 1041.09 TC 1042.32 FL 1041.82 TC 1042.27 FL 1041.77TC 1042.30 FL 1041.80 TC 1042.43 FL 1041.93 TC 1043.04 FL 1042.54 TC 1043.54 FL 1043.04 TC 1043.56 FL 1043.06 TC 1043.73 FL 1043.23 TC 1043.93 FL 1043.43 TC 1044.10 FL 1043.60 TC 1043.62 FL 1043.12 TC 1042.84 FL 1042.34 TC 1042.61 FL 1042.11 TC 1042.54 FL 1042.04 TC 1042.70 FL 1042.20 TC 1045.00 FL 1044.50 TC 1044.71 FL 1044.21 TC 1044.47 FL 1043.97 TC 1044.98 FL 1044.48 TC 1044.98 FL 1044.48 TC 1044.98 FL 1044.48 FS 1044.72 FS 1044.64 FS 1044.73TC/FS 1044.27 TC/FS 1044.19 FS (1042.40) FS (1042.42) FS (1041.76) FS (1041.79) FS (1041.07) TC 1044.43 FL 1043.93 TC 1044.25 FL 1043.75 TC 1043.91 FL 1043.41 TC 1044.31 FL 1043.81TC 1043.98 FL 1043.48 TC 1043.74 FL 1043.24 TC 1042.66 FL 1042.16 TC 1043.55 FL 1043.05 TC 1044.64 FS 1044.14 TC 1044.00 FS 1043.50 FF 1045.00 FF 1045.00 FF 1045.00FF 1045.00 TC 1045.00 FL 1044.50 FS (1042.67±) TC (1043.15±) JOIN EXIST. FS (1042.46±) TC(1042.94±) JOIN EXIST. TC (1041.49) FL (1040.99) JOIN EXIST. FG (1044.52)FG (1045.13)FG (1045.02) FG (1044.22) FS (1044.04) FS (1043.97) FS 1043.30 FS (1040.95) TC 1043.81 FS 1043.31TC 1044.01 FS 1043.51 TC 1044.16 FS 1043.66 TC 1042.60 FL 1042.10 TC 1042.57 FL 1042.07 TC (1042.39) FL (1041.89) JOIN EXIST. 7.5% SEE DETAIL 1 BELOW. TC 1044.35 FS 1043.85 TC 1044.25 FS 1043.75 TC 1044.34 FS 1043.84 TC 1044.40 FS 1043.90 TC 1044.59 FS 1044.09 TC 1044.68 FS 1044.18 TC 1044.70 FS 1044.20 TC 1044.59 FS 1044.09 TC 1044.49 FS 1043.99 TC 1044.56 FS 1044.06 1042 10 4 4 10 4 2 104 4 1045 TC 1043.62 FL 1043.12 TC 1043.40 FL 1042.90 TC 1044.83 FS 1044.33 TC 1044.45 FL 1043.95 TC 1043.60 FL 1043.10 2. 1 % 3.0 %1.6 % 2.8% 2.2% 2.2 % 1 . 6 % 5 . 5 % 4. 9 % 3. 6 % 2. 5 % 2.2 % 4 . 6 % 2.2 % 2.4 % 2 . 2 % 3 . 6 % 2.2 % 3 . 3 % 2. 8 % 6.3 % 3 . 4 % 4.9% 8.5% 5 . 4 % 1 0 . 9 % 9 . 1 % 4 . 7 % 1.1 % 4.7% 4.4% 2.7 % 4. 4 % 2.8% 1. 6 % SEE DETAIL 2 BELOW. EOF 43.91 EOF 41.28 TC 1044.90 FL 1044.40 EOF 43.04 EOF 44.00 FS 1041.82 FS 1041.88 FS (1041.71)FS (1041.86) FS (1041.81) FS (1041.86) ( 0 . 6 % ) (0.5%) EXISTING CATCH BASIN. FL: 1040.34 ( 2 . 0 % ) ( 2 . 3 % ) ( 2 . 1 % ) ( 2 . 1 % ) ( 2 . 1 % ) ( 2 . 0 % ) GB GB TC/FS 1044.48 TC/FS 1044.40 FS 1044.97 FS 1044.90 FS 1044.88 FS 1044.91 FS 1044.34 FS 1044.42 FS 1044.96 FS (1043.51) FS (1043.49) TC 1044.62 FL 1044.12 TC 1044.65 FL 1044.15 TC 1044.53 FL 1044.03 TC 1044.50 FL 1044.00 TC 1044.58 FL 1044.08 TC 1044.92 FS 1044.42TC 1044.96 FS 1044.46 TC 1044.96 FS 1044.46 FF 1045.00 FF 1045.00 FF 1045.00 7. 5 % 0.5% 7.5% 1. 5 % 1.5% 1. 3 % 4.0%1. 5 % TC/FS 1044.19 TC/FS 1044.12 TC 1044.27 FS 1043.77 TC 1044.29 FS 1043.79 TC 1044.31 FS 1043.81 TC 1044.42 FS 1043.92 1. 0 % 0.2% 1. 6 % 0.7% 1. 8 % 0.4% 1. 2 % 0.1% FS 1044.12 FS 1044.17 FS 1044.21 FS 1044.26 TC 1044.90 FS 1044.40 TC 1044.95 FS 1044.45 TC/FS 1044.51 TC/FS 1044.53 3.7% 0. 8 % (0 . 3 % ) (0.6%) FS (1043.46) FS (1043.44) GB GB TC 1042.34 FL 1041.84 TC 1042.98 FL 1042.48 TC 1042.98 FL 1042.48 FS 1043.03 FS 1042.53 FS 1042.60 FS 1042.67 TC/FS 1042.74 TC/FS 1042.14 TC/FS 1042.48 TC/FS 1042.41 2.7% 5.0% TC/FS 1042.67 TC/FS 1042.72 4.9% FS 1042.39 1.1% 1 . 5 % 1 . 5 % 1 . 4 % 0.5%3.5% 1 . 0 % 1 . 2 % 1. 6 % 0. 9 % 2.8% Know what'sbelow. before you dig.Call R © © NORTH CO 0 GRAPHIC SCALE IN FEET 20 10 20 40 C600 STORM SEWER PLAN PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED FLARED END SECTION D STORM SEWER NOTES LEGENDLEGENDLEGEND 1.INSTALL STORM SEWER IN ACCORDANCE WITH 2025 SUDAS & THE CITY SUPPLEMENTAL. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC SCH40: ASTM D-1785, D-2665, F-794 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 DRAIN TILE SHALL BE: HDPE: AASHTO M-252 OR M-294. TYPE CP OR TYPE SP. 4.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12.CBMH TO USE SUDAS SW-501 WITH SW-603 TYPE R CASTING. STMH TO USE SUDAS SW-401 WITH SW-602 CASTING UNLESS DETAILED DIFFERENTLY IN PLAN. SW-602 CASTING RIM: 1041.47 4" CONCRETE ORIFICE PLATE/WEIR WALL SEE DETAIL HEREON SW-401 48" CIRCULAR STORM SEWER MANHOLE FLOW CONTROL STRUCTURE PLAN VIEW FLOW CONTROL STRUCTURE SECTION VIEW ORIFICE PLATE/WEIR WALL DETAIL THREE 1" ORIFICES IE: 1035.40 3" ORIFICE IE: 1037.20 WEIR WALL CREST: 1038.45 18" PVC CONNECTION FROM ADS STORMTECH SYSTEM 18" RCP PIPE TO PROJECT OUTFALL 4" CONCRETE PLATE 18" RCP PIPE TO PROJECT OUTFALL SW-401 48" CIRCULAR STORM SEWER MANHOLE SW-602 CASTING 4" CONCRETE ORIFICE PLATE/WEIR WALL SEE DETAIL HEREON 18" PVC CONNECTION FROM ADS STORMTECH SYSTEM FLOW CONTROL STRUCTURE DETAIL STRUCTURE NUMBER: ST-08 MAINTENANCE: OWNER TO INSPECT FLOW CONTROL STRUCTURE QUARTERLY AND AFTER RAIN EVENTS. IN CASES OF DEBRIS, OWNER TO REMOVE ANY AND ALL DEBRIS FROM BOTH SECTIONS OF THE FLOW CONTROL STRUCTURE TO ENSURE THE ORIFICES ARE NOT BLOCKED. DRAINAGE SCHEDULE STRUCTURE NO. ST-01 ST-02 ST-03 ST-04 ST-05 ST-06 ST-07 ST-08 ST-09 STRUCTURE/ CASTING TYPE SW-501 SW-501 SW-401 (48" MH DIA.) SW-401 (48" MH DIA.) SW-401 (48" MH DIA.) SW-501 SW-501 SW-401 (48" MH DIA.) SW-401 (48" MH DIA.) RIM/GRATE ELEVATION 1041.00 1042.18 1041.85 1042.10 1043.32 1043.17 1043.77 1037.20 1041.63 INVERT ELEVATION OUT E 1038.30 W 1039.48 S 1037.00 W 1035.45 N 1037.00 E 1040.50 W 1041.10 SW 1035.40 NW 1035.06 PIPE SIZE OUT 12" 12" 18" 18" 12" 12" 12" 18" 30" PIPE SLOPE OUT 1.00% 1.00% 1.30% 0.50% 0.96% 1.00% 1.00% 0.50% 0.43% PIPE MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD DD D SD D D US BANK FOOTPRINT: 4500 SF APPROX FFE: 1045.00' S E L A U R E L S T R E E T SE A L I C E ' S R O A D D D D D 1044 1045 1045 1042 1044 35 LF OF 12" RCP @ 1.00% 56 LF OF 12" RCP @ 1.00% 10 4 4 42 LF OF 18" RCP @ 0.50% 12 LF OF 18" RCP @ 1.30% 10 LF OF 18" RCP @ 0.50% 99 LF OF 12" RCP @ 0.96% 58 LF OF 12" RCP @ 1.00% 192 LF OF 12" RCP @ 1.00% 104 2 104 2 10 4 3 1043 1044 10 4 4 1 0 4 4 1043 3 LF OF 4" PVC @ 1.00%3 LF OF 4" PVC @ 1.00% ST-09 RIM (1041.63) IE 30" IN 1035.06 (SE) IE 18" IN 1035.19 (NE) IE 30" OUT 1035.06 (NW) ST-03 RIM 1041.85 IE 12" IN 1038.92 (E) IE 12" IN 1037.95 (W) IE 18" OUT 1037.00 (S) ST-04 RIM 1042.10 IE 12" IN 1036.05 (S) IE 18" IN 1036.84 (N) IE 18" OUT 1035.45 (W) STR-29 RIM 1041.89 IE 18" IN 1035.40 (E) ST-05 RIM 1043.32 IE 12" IN 1039.92 (W) IE 12" IN 1039.18 (E) IE 12" OUT 1037.00 (N) ST-07 RIM 1043.48 IE 12" OUT 1041.10 (W) ST-01 RIM 1041.00 IE 12" OUT 1038.30 (E) ST-02 RIM 1042.18 IE 12" OUT 1039.48 (W) ST-08 RIM 1041.45 IE 18" OUT 1035.40 (SW) ST-06 RIM 1042.87 IE 12" OUT 1040.50 (E) CURB-O-LET PER DETAIL ON SHEET C901 IE 4" OUT 1044.10 (N) BUILDING CONNECTION REFER TO MEP PLANS FOR FURTHER INFORMATION IE 4" OUT 1044.13 (S) BUILDING CONNECTION REFER TO MEP PLANS FOR FURTHER INFORMATION IE 4" OUT 1044.48 (S) CURB-O-LET PER DETAIL ON SHEET C901 IE 4" OUT 1044.45 (N) PROPOSED ADS STORMTECH SC-800 CHAMBER SYSTEM. REFER TO SWMP AND SHEETS C902 - C903 FOR FURTHER DETAIL SEE DETAIL HEREON Know what'sbelow. before you dig.Call R © © NORTH CO S W 0 GRAPHIC SCALE IN FEET 20 10 20 40 SD C700 UTILITY PLAN SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER STORM SEWER LEGEND SANITARY CLEANOUTCO EXISTING PROPOSED UTILITY PLAN NOTES 1.INSTALL UTILITIES IN ACCORDANCE WITH 2025 SUDAS AND CITY SUPPLEMENTAL SPECIFICATIONS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5.WATER MAIN PIPE SHALL BE: DUCTILE IRON: AWWA C115 WATER MAIN FITTINGS SHALL BE: DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 6.WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7.PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8.MAINTAIN A MINIMUM OF 5'-5" COVER ON ALL WATER LINES. 9.FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10.MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12.ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14.IN PAVEMENT AND GREEN AREAS, INSTALL ALL MANHOLE CASTINGS TO BE FLUSH WITH THE PROPOSED FINISHED SURFACE GRADE. 15.REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20.EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 26.ALL ON-SITE UTILITIES ARE PRIVATE. 27.LOCATIONS WHERE THE SANITARY SEWER HAS LESS THAN 5.5-FEET OF COVER, PROVIDE 4-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. INSTALL THE INSTALLATION BOARDS 6 INCHES ABOVE THE TOPS OF THE PIPES ON MECHANICALLY COMPACTED AND LEVELED PIPE BEDDING MATERIAL. 28.SANITARY SEWER MANHOLES TO BE SUDAS SW-301 UNLESS DETAILED DIFFERENTLY IN THE PLAN. OVERHEAD POWER LINE UNDERGROUND ELECTRICAL LINE FIBER COMMUNICATION LINE NATURAL GAS LINE WATER LINE US BANK FOOTPRINT: 4500 SF APPROX FFE: 1045.00' S S S S S S W W W W W W W W W S S E L A U R E L S T R E E T SE A L I C E ' S R O A D S(D) SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD DD D SD D D S 95 LF OF 6" PVC @ 2.00% 44 LF OF 6" PVC @ 2.00% 3 LF OF 6" PVC @ 2.00% 4" SEWER BUILDING POINT OF CONNECTION IE 6" IN 1034.52 (W) MANHOLE RIM 1042.43 IE 6" IN 1031.56 (W) IE 6" OUT 1031.73 (E) WYE CONNECTION RIM 1043.80 IE 6" IN 1033.64 (W) IE 6" OUT 1033.64 (E) IE 6" OUT 1033.64 (E) CLEANOUT RIM 1043.86 IE 6" IN 1033.70 (W) UTILITY CROSSING TOP OF 4" SEWER: 1033.22 BOTTOM OF 6" WATER: 1037.19 CLEARANCE: 3.97' UTILITY CROSSING TOP OF 6" SEWER: 1034.09 BOTTOM OF 12" STORM: 1036.41 CLEARANCE: 2.32' PROPOSED ADS STORMTECH MC-3500 CHAMBER SYSTEM CO 2" WATER LINE BUILDING POINT OF CONNECTION MANHOLE RIM 1041.70 INV 1031.15 ? PVC (E) INV 1030.00 8" PVC (NW) INV 1029.95 8" PVC (S) UTILITY CROSSING BOTTOM OF 2" & 6" WATER: 1038.24 TOP OF 12" STORM: 1037.64 CLEARANCE: 0.60' CONNECT TO EXISTING PRIVATE WATER STUB-OUT WITH 11.25° BEND AT CONNECTION UTILITY CROSSING TOP OF 6" SEWER: 1033.71 BOTTOM OF 6" WATER: 1038.10 CLEARANCE: 4.39' 6" FIRE WATER LINE BUILDING POINT OF CONNECTION 10 . 0 ' PROPOSED PRIVATE FIRE HYDRANT PROPOSED 6"X6" TEE PROPOSED 6"X2" TEE METER CABINET - SEE ELECTRICAL AND ARCHITECTURAL PLANS FIRE RISER ROOM - SEE ELECTRICAL AND ARCHITECTURAL PLANS PROPOSED FDC LOCATION - SEE ELECTRICAL AND ARCHITECTURAL PLANS PROPOSED ELECTRICAL TRANSFORMER. SEE ELECTRICAL SHEETS FOR MORE DETAIL. SEE LANDSCAPE SHEETS FOR SCREENING INFORMATION. 45° BEND 45° BEND 8" TO 6" REDUCER Know what'sbelow. before you dig.Call R © © C800 UTILITY NOTES & DETAILS GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE 2025 SUDAS AND CITY SUPPLEMENTAL SPECIFICATIONS AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF IOWA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING STREETLIGHTS, SIGNS, AND POSTS. IF REGULATORY SIGN MUST BE REMOVED FOR CONSTRUCTION, A TEMPORARY SIGN MUST BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF EXISTING PERMANENT STREETLIGHTS, SIGNS, AND POSTS. 14.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF IOWA PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH 2025 SUDAS AND CITY SUPPLEMENTAL SPECIFICATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. Know what'sbelow. before you dig.Call R © © 1PAVEMENT SECTIONS HEAVY DUTY ASPHALT CONCRETE STANDARD DUTY ASPHALT CONCRETE HEAVY DUTY CONCRETE (MIN 4,000 PSI) 0'-6"0'-4"0'-6" 0'-8"0'-6"0'-6" ACCESSIBLE RAMP DETAILS - DOUBLE RAMP CURB RAMP -7ACCESSIBLE RAMP DETAILS - IN-LINE CURB RAMP - 3ACCESSIBLE PATH-OF-TRAVEL STRIPING 08.28.2015 8' MIN. 9' MIN. 5' MIN. 9' MIN. 13" 11"2" 2" 3" 9" 11" 4" 8.5" 7" 5. 5 " 12 " 14" 8 " R 10.50" 17 " 5. 0 0 " 12.50" 14" 36" 3"R 10" R 36 " PAINTED BLUE PAINTED WHITE ADA LOGO STRIPING DETAIL LOCATED AT EDGE OF PARKING SPACE (PER CBC SECTION 11B-502.6.4) 6" BL U E 6" BLUE 6" B L U E 60 ° 18 ' MI N . NO PARKING NO PARKING NO PARKING VAN3 6 " SEE PLAN FOR PARKING/SIDEWALK INTERFACE PARKING BY DISABLED PERMIT ONLY (SEE ACCESSIBLE SIGN) VAN LETTERING WILL NOT BE PAINTED. ONLY FOR USED FOR REFERENCE 4" BLUE STRIPE 2 COATS TYP 2% MAXIMUM SLOPE IN ANY DIRECTION IN PARKING STALL AND ACCESS AISLE ADA PARKING SYMBOL, SEE DETAIL (3) 6" CHEVRONS EQUALLY SPACED PER AISLE THE WORDS "NO PARKING" SHALL BE PAINTED ON THE GROUND WITHIN EACH LOADING AND UNLOADING ACCESS AISLE. THIS NOTICE SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. 60 ° 3 6 " O . C . M A X . ℄℄℄℄℄ ACCESSIBLE PARKING STRIPING - 8ACCESSIBLE PARKING SIGN DETAIL 12.02.2015 C900 DETAILS NOTES: 1.ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH THE LOCAL, STATE, AND FEDERAL REGULATIONS WHICHEVER ARE MORE STRINGENT. 2.CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH OF THE CURB RAMP AND 3' DEEP. GROOVED SURFACES ON OUTDOOR CURB RAMPS ARE NOT PERMITTED. VERIFY LOCAL REQUIREMENTS WITH THE BUILDING DEPARTMENT. REFER TO TRUNCATED DOMES DETAIL 2, HEREON. 3.PARALLEL CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING 36" DEEP ALONG THE FLUSH TRANSITION BETWEEN STREET AND SIDEWALK. REFER TO TRUNCATED DOMES DETAIL. 4.PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT- OF -WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET OR EXCEED LOCAL REGULATIONS. 5.CURB RAMP SURFACES (FLARES AND RAMP) SHALL HAVE A DIFFERENT TEXTURE FROM THE SURROUNDING PAVEMENT. 6.CURB RAMPS SHALL BE CONCRETE WITH STRENGTH OF 2500 PSI. 7.INSTALL 1/4" EXPANSION JOINT FILLER MATERIAL BETWEEN A NEW CURB RAMP AND THE EXISTING SIDEWALKS. 8.WATER PONDING WITHIN THE CURB RAMP LIMITS IS NOT ALLOWED. 9.NO GRADE BREAK IS ALLOWED ALONG THE RAMP SURFACE. 10.CROSS SLOPE OF THE CURB RAMP SURFACE SHALL BE LESS THAN 2%. 11.TRANSITION CHANGE IN ELEVATION IS NOT TO EXCEED 1/2" WITHIN AN ACCESSIBLE ROUTE. 12.DIAGONAL CURB RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP. WIDT H P E R P L A N (4' M I N ) 24" M A X 6 " R I S E 1: 1 2 M A X 2% (MA X . ) 6' M I N MA X 6 " R I S E 1:1 2 M A X DETECTABLE WARNING (SEE NOTE 2 AND 3) CURB FACE 4' M I N 4' M I N LANDING LANDING TRANSITION GUTTER PAN TO MEET ADA REQUIREMENTS. BEGIN TRANSITION AS NECESSARY TO MAINTAIN FLOW LINE THROUGH THE TRANSITION AREA. 2% MAX CROSS SLOPE AND 5% MAX RUNNING SLOPE DOUBLE RAMP CURB RAMP NOTES: 1.ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH THE LOCAL, STATE, AND FEDERAL REGULATIONS WHICHEVER ARE MORE STRINGENT. 2.CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH OF THE CURB RAMP AND 2' DEEP. GROOVED SURFACES ON OUTDOOR CURB RAMPS ARE NOT PERMITTED. VERIFY LOCAL REQUIREMENTS WITH THE BUILDING DEPARTMENT. REFER TO TRUNCATED DOMES DETAIL 6, HEREON. 3.PARALLEL CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING 24" DEEP ALONG THE FLUSH TRANSITION BETWEEN STREET AND SIDEWALK. REFER TO TRUNCATED DOMES DETAIL. 4.PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT- OF -WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET OR EXCEED LOCAL REGULATIONS. 5.CURB RAMP SURFACES (FLARES AND RAMP) SHALL HAVE A DIFFERENT TEXTURE FROM THE SURROUNDING PAVEMENT. 6.CURB RAMPS SHALL BE CONCRETE WITH STRENGTH OF 2500 PSI. 7.INSTALL 1/4" EXPANSION JOINT FILLER MATERIAL BETWEEN A NEW CURB RAMP AND THE EXISTING SIDEWALKS. 8.WATER PONDING WITHIN THE CURB RAMP LIMITS IS NOT ALLOWED. 9.NO GRADE BREAK IS ALLOWED ALONG THE RAMP SURFACE. 10.CROSS SLOPE OF THE CURB RAMP SURFACE SHALL BE LESS THAN 2%. 11.TRANSITION CHANGE IN ELEVATION IS NOT TO EXCEED 1/2" WITHIN AN ACCESSIBLE ROUTE. 12.DIAGONAL CURB RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP. 6 ' M I N 4' M I N LAN D S C A P E D ARE A 1: 1 2 M A X LAN D S C A P E D ARE A 2%(M A X . ) M A X 6 " R I S E DETECTABLE WARNING (SEE NOTE 2) LANDING TRANSITION GUTTER PAN TO MEET ADA REQUIREMENTS. BEGIN TRANSITION AS NECESSARY TO MAINTAIN FLOW LINE THROUGH THE TRANSITION AREA. 2% MAX CROSS SLOPE AND 5% MAX RUNNING SLOPE IN-LINE CURB RAMP 1.CONTRACTOR SHALL CONFIRM THESE PAVEMENT SECTIONS WITH THE GEOTECHNICAL REPORT BY NINYO & MOORE PROJECT NO. 503102001 DATED MARCH 7, 2025. 2.MATCH EXISTING PAVEMENT SECTION IF MORE STRINGENT THAN SECTION PER THIS DETAIL. 3.CONTRACTOR TO PROVIDE R-VALUE OF COMPACTED SUBGRADE TO ENGINEER PRIOR TO PAVEMENT OPERATIONS, IN ORDER TO MAKE ANY NECESSARY ADJUSTMENTS TO THE PAVEMENT SECTION. 4.ALL TREAD SURFACES SHALL BE SLIP-RESISTANT. 5.REFER TO ARCHITECTURAL PLANS FOR COLOR, TEXTURE, PATTERN AND FINISH. PAVEMENT TYPE PER PLANS. CLASS II AGGREGATE BASE COMPACTED TO 95% NEAR OPTIMUM MOISTURE CONTENT ON ASTM D1557-07 TEST METHOD. 6 3 6 " O . C . M A X . 60 . 0 0 ° ' PER PLAN 6" BLUE STRIPE 2 COATS TYP. PE R P L A N ℄℄ NO PARKING 2 12"Ø 36 " ED G E O F T R A V E L W A Y 4'-0" GROUND SURFACE 3" DIA. STEEL POST SIGN BASE DETAIL 9 ACCESSIBLE VAN PARKING RESERVED FINE $250 MINIMUM NOTES: 1.SIGNS SHALL CONFORM WITH THE MOST CURRENT IOWA MUTCD STANDARDS. 2.SIGNS SHALL BE WALL MOUNTED OR MOUNTED ON A POST PER DETAIL 12. THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED PER LOCAL CODE 12" X 6" 12" X 9" R7-8 SIGN BASE PER DETAIL 9 80 " A B O V E SU R R O U N D I N G GR A D E NOTES: 1.CONCRETE SHALL BE 2500 PSI. 2.ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED 3.CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED AT 15' INTERVALS O.C. 4.WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS SHALL ALIGN WITH JOINTS IN THE WALK. 1/2" R 1" R6" 9" 12 " PROPOSED PAVEMENT PER PLAN PROPOSED PERMEABLE PAVERS PER PLAN 0" FLUSH CONCRETE CURB 10 Know what'sbelow. before you dig.Call R © © 11CONCRETE CURB 08.28.2015 12CONCRETE CURB & GUTTER 08.28.2015 13ACCESSIBLE RAMP DETAILS - SINGLE WING CURB RAMP - C901 DETAILS NOTES: 1.CONCRETE SHALL BE 2500 PSI. 2.ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED 3.CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED AT 15' INTERVALS O.C. 4.WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS SHALL ALIGN WITH JOINTS IN THE WALK. 1/2" R 1" R PROPOSED PAVEMENT PER PLAN 6" 9" REFER ELEVATIONS ON SHEET C100 FOR CURB HEIGHT 18 " LANDSCAPE WHERE SHOWN LANDSCAPE WHERE SHOWN NOTES: 1.CONCRETE SHALL BE 2500 PSI. 2.ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED 3.CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED AT 15' INTERVALS O.C. 4.WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS SHALL ALIGN WITH JOINTS IN THE WALK. SIDEWALK WHERE SHOWN 1/2" R 1" R PROPOSED PAVEMENT PER PLAN 18"30" 6" 6" 1/2" R 1" BATTER 4" 12 " 1" BATTER 1/2"R SUBGRADE COMPACTION PER PLAN 1" NOTES: 1.ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH THE LOCAL, STATE, AND FEDERAL REGULATIONS WHICHEVER ARE MORE STRINGENT. 2.CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING THE FULL WIDTH OF THE CURB RAMP AND 2' DEEP. GROOVED SURFACES ON OUTDOOR CURB RAMPS ARE NOT PERMITTED. VERIFY LOCAL REQUIREMENTS WITH THE BUILDING DEPARTMENT. REFER TO TRUNCATED DOMES DETAIL 6, HEREON. 3.PARALLEL CURB RAMPS SHALL HAVE A DETECTABLE WARNING EXTENDING 24" DEEP ALONG THE FLUSH TRANSITION BETWEEN STREET AND SIDEWALK. REFER TO TRUNCATED DOMES DETAIL. 4.PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC RIGHT- OF -WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET OR EXCEED LOCAL REGULATIONS. 5.CURB RAMP SURFACES (FLARES AND RAMP) SHALL HAVE A DIFFERENT TEXTURE FROM THE SURROUNDING PAVEMENT. 6.CURB RAMPS SHALL BE CONCRETE WITH STRENGTH OF 2500 PSI. 7.INSTALL 1/4" EXPANSION JOINT FILLER MATERIAL BETWEEN A NEW CURB RAMP AND THE EXISTING SIDEWALKS. 8.WATER PONDING WITHIN THE CURB RAMP LIMITS IS NOT ALLOWED. 9.NO GRADE BREAK IS ALLOWED ALONG THE RAMP SURFACE. 10.CROSS SLOPE OF THE CURB RAMP SURFACE SHALL BE LESS THAN 2%. 11.TRANSITION CHANGE IN ELEVATION IS NOT TO EXCEED 1/2" WITHIN AN ACCESSIBLE ROUTE. 12.DIAGONAL CURB RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP. 4' M I N 4' M I N DETECTABLE WARNING (SEE NOTE 2) LANDING TRANSITION VALLEY GUTTER TO MEET ADA REQUIREMENTS. BEGIN TRANSITION AS NECESSARY TO MAINTAIN FLOW LINE THROUGH THE TRANSITION AREA. 2% MAX CROSS SLOPE AND 5% MAX RUNNING SLOPE Know what'sbelow. before you dig.Call R © © C902 ADS DETAILS Know what'sbelow. before you dig.Call R © © C903 ADS DETAILS Know what'sbelow. before you dig.Call R © © NORTH 0 GRAPHIC SCALE IN FEET 20 10 20 40 X AREA SUMMARY DISTURBED AREA 0.95 AC EXISTING IMPERVIOUS AREA 0.11 AC EXISTING PERVIOUS AREA 0.92 AC PROPOSED IMPERVIOUS AREA 0.79 AC PROPOSED PERVIOUS AREA 0.24 AC PHASE I BMP QUANTITIES SILT FENCE ±910 LF SAFETY FENCE ±910 LF INLET PROTECTION 3 EA ROCK CONSTRUCTION ENTRANCE 1 EA CONCRETE WASHOUT 1 EA KEYNOTE LEGEND INLET PROTECTION (PER SUDAS 7E-20) SILT FENCE WITH J-HOOKS EVERY 100' (PER SUDAS 7E-14) LIMITS OF DISTURBANCE SAFETY FENCE, OFFSET 3' FOR CLARITY (PER SUDAS SPECIFICATIONS) TEMPORARY ROCK CONSTRUCTION ENTRANCE (PER SUDAS 7E-15) TEMPORARY STABILIZATION & SOD (SUDAS SPRING MIX) CONCRETE WASHOUT TOPSOIL STOCKPILE LOCATION (PER SUDAS SPECIFICATIONS) A B C D E F G H 0000000000000 EROSION CONTROL PLAN 1.INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CLEAR AND GRUB THE SITE. 5.BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 1 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE LEGEND 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. STREET CLEANING SHALL TAKE PLACE DAILY AND PRIOR TO ANY RAIN EVENT. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED IMMEDIATELY AFTER THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. DUST CONTROL SHALL BE CONDUCTED PER SUDAS 7E-16N. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER SEDIMENT EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS LEGENDLEGEND EXISTING STORMWATER MANAGEMENT AREA TO REMAIN UNTIL PROPOSED AREA IS CONSTRUCTED. NOTE: C1000 BIO ROLLS S E L A U R E L S T R E E T SE A L I C E ' S R O A D X X X X X X X X X X X X X X X X X X X X 000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 X X X X X 1045 1044 1043 1042 1041 1040 1 0 3 8 1039 1 0 4 4 1045 B B B B C C C C D D D D A E F (3. 4 % ) (4.7 % ) ( 4 . 8 % ) (5.9%) ( 3 . 1 % ) (0.3%) (5 . 3 % ) (4 . 9 % ) (3 . 0 % ) (3 . 3 % ) (1. 8 % ) ( 5 . 3 % ) ( 3 . 9 % ) (0.2%) 50 . 0 ' 20.0' PROPOSED BUILDING FOOTPRINT G H ULTIMATE DISCHARGE LOCATION (NEAREST WATERBODY LOCATED IS LITTLE WALNUT CREEK TO THE SOUTHWEST) Know what'sbelow. before you dig.Call R © © NORTH 0 GRAPHIC SCALE IN FEET 20 10 20 40 X PHASE II BMP QUANTITIES SILT FENCE ±910 LF SAFETY FENCE ±910 LF INLET PROTECTION 3 EA ROCK CONSTRUCTION ENTRANCE 1 EA CONCRETE WASHOUT 1 EA AREA SUMMARY DISTURBED AREA 0.95 AC EXISTING IMPERVIOUS AREA 0.11 AC EXISTING PERVIOUS AREA 0.92 AC PROPOSED IMPERVIOUS AREA 0.79 AC PROPOSED PERVIOUS AREA 0.24 AC KEYNOTE LEGEND INLET PROTECTION (PER SUDAS 7E-20) SILT FENCE WITH J-HOOKS EVERY 100' (PER SUDAS 7E-14) LIMITS OF DISTURBANCE SAFETY FENCE, OFFSET 3' FOR CLARITY (PER SUDAS SPECIFICATIONS) TEMPORARY ROCK CONSTRUCTION ENTRANCE (PER SUDAS 7E-15) TEMPORARY STABILIZATION & SOD (SUDAS SPRING MIX) CONCRETE WASHOUT TOPSOIL STOCKPILE LOCATION (PER SUDAS SPECIFICATIONS) A B C D E F G H EROSION CONTROL PLAN C1001 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 2.CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING STORMWATER MANAGEMENT SYSTEMS. 3.INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4.COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6.CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7.AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9.WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. NOTE:THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 2 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE LEGEND THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS LEGENDLEGEND 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. STREET CLEANING SHALL TAKE PLACE DAILY AND PRIOR TO ANY RAIN EVENT. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED IMMEDIATELY AFTER THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. DUST CONTROL SHALL BE CONDUCTED PER SUDAS 7E-16N. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER SEDIMENT EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD DD D SD D D S S S S S S W W W W W W W W W S DO N O T EN T E R DO N O T EN T E R US BANK FOOTPRINT: 4500 SF APPROX FFE: 1045.00' S E L A U R E L S T R E E T SE A L I C E ' S R O A D X X X X X X XXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X A B B B B C C C C D D D A A E 104 2 10 4 3 10 4 4 10 4 3 1043 1044 10 4 4 104 4 1043 F F F F FF F F F F F D F F 1043 1042 1045 A A A A A 4 . 5 % 2 . 9 % 1.7% 2.3% 1.0 % 1.6 % 2.4 % 1.7% 3. 2 % 3 . 9 % 2. 5 % 2. 1 % 2.3 % 2. 4 % 3 . 3 % 50 . 0 ' 20.0' POST CONSTRUCTION FACILITY (UNDERGROUND DETENTION) G H ULTIMATE DISCHARGE LOCATION (NEAREST WATERBODY LOCATED IS LITTLE WALNUT CREEK TO THE SOUTHWEST) EOF 1043.91 EOF 1041.28 EOF 1043.04 EOF 1044.00 POST CONSTRUCTION FACILITY (FLOW CONTROL MANHOLE STRUCTURE) Know what'sbelow. before you dig.Call R © © EROSION CONTROL PLAN C1001 A KENTUCKY BLUEGRASS 90 LBS/ACRE MIXED WITH PERENNIAL RYEGRASS 30 LBS/ACRE B KENTUCKY BLUEGRASS 135 LBS/ACRE MIXED WITH PERENNIAL RYEGRASS 45 LBS/ACRE + 2 TONS STRAW MULCH/ACRE C SPRING OATS 100 LBS/ACRE D WHEAT OR CEREAL RYE 150 LBS/ACRE E SOD F STRAW MULCH 2 TONS/ACRE *WATERING NEEDED DURING JUNE AND JULY **WATERING NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD STABILIZATION TYPE PERMANENT SEEDING DORMANT SEEDING TEMPORARY SEEDING SODDING MULCHING JAN.FEB.MAR.APR.MAY JUNE JULY AUG.SEPT.OCT.NOV.DEC. B B F E C A D ** ** SEEDING CHART Know what'sbelow. before you dig.Call R © © BMP QUANTITY TABLE SILT FENCE ±910 LF INLET PROTECTION 3 EA ROCK CONSTRUCTION ENTRANCE 1 EA C1001 EROSION CONTROL PLAN A.PROJECT OFFICE WALL SWPPP POSTINGS: THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION ON A WALL INSIDE THE PROJECT OFFICE: 1) SWPPP SITE MAPS (ALL PHASES); 2) SWPPP DETAIL SHEETS; 3) MAP SHOWING LOCATION OF OFFSITE IMPORT OR EXPORT FACILITY; 4) REVISIONS TO DETAILS, SITE MAPS, OR SWPPP-RELATED RFIS; 5) SITE SWPPP BINDER; 6) SWCT PLACARD; 7) CURRENT OWNER STORMWATER COMPLIANCE TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFICER(S); AND 8) CERTIFICATIONS AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THE APPLICABLE CONSTRUCTION GENERAL PERMIT OR AUTHORITY HAVING JURISDICTION. B.PERMITTED PROJECT AREA: FOR PURPOSES OF THIS SWPPP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREA' IS DEFINED AS ANY AND ALL AREAS WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON THE SWPPP SITE MAPS AND IDENTIFIED IN THE NOTICE OF INTENT TO THE AGENCY. ALL GROUND-DISTURBING AND CONSTRUCTION-RELATED ACTIVITIES (MATERIAL STORAGE, DUMPSTERS, PARKING AREAS, PROJECT OFFICE TRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA LIMITS OF DISTURBANCE. ALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., LIMITS OF DISTURBANCE) ACQUIRED FOR USE BY THE GC OR A SUBCONTRACTOR OF THE GC (BORROW SOURCES, DISPOSAL AREAS, ETC.) MUST BE MANAGED IN ACCORDANCE WITH THE NPDES PERMIT. THE CONTRACTOR IS REQUIRED TO LOCATE OFFICE TRAILERS AND MATERIAL STORAGE AREAS FOR THE PROJECT WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR MAY REQUEST USE OF OFF-SITE LOCATIONS FOR OFFICE TRAILERS OR NON-ERODIBLE MATERIAL STORAGE; HOWEVER, APPROVAL MUST BE OBTAINED FROM THE CONSTRUCTION MANAGER, AND THE ENGINEER PRIOR TO THEIR USE. REQUESTS WILL BE REVIEWED ON A CASE BY CASE BASIS AND IF APPROVED, LIMITATIONS ON USE WILL BE PROVIDED BY THE ENGINEER. C.SPECIAL PROJECT AREAS: THERE ARE NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA, REQUIRING INSPECTION AND MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT. D.1 NON-STORMWATER DISCHARGES: THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES PROHIBITS MOST NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. ALLOWABLE NON-STORMWATER DISCHARGES THAT OCCUR DURING CONSTRUCTION ON THIS PROJECT, ARE INCLUDED IN THE SECTION PART IV.D. OF THE GENERAL PERMIT. BEST MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED FOR THE GENERAL PERMIT ALLOWABLE DISCHARGES FOR THE DURATION OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWPPP FOCUS ON PROVIDING CONTROL OF POLLUTANT DISCHARGES WITH PRACTICAL APPROACHES THAT UTILIZE READILY AVAILABLE EXPERTISE, MATERIAL, AND EQUIPMENT. NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED NON-TURBID WATER. ALL NON-STORMWATER DISCHARGES MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TO DISCHARGE. WATER USED FOR CONSTRUCTION WHICH DISCHARGES FROM THE SITE MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE; IT CAN BE RETAINED IN RETENTION PONDS UNTIL IT INFILTRATES OR EVAPORATES. WHEN NON-STORMWATER IS DISCHARGED FROM THE SITE, IT MUST BE DONE IN A MANNER SUCH THAT IT DOES NOT CAUSE EROSION OF THE SOIL DURING DISCHARGE. D.2 POWER WASHING: PROCESS WATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT, AMONG OTHERS, MUST BE COLLECTED FOR TREATMENT AND DISPOSAL. IT MUST NOT BE FLUSHED INTO THE SITE STORM DRAIN SYSTEM OR DISCHARGED OFF-SITE. D.3 DISCHARGE POINTS: ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND/OR IMPACTS TO RECEIVING WATERS. SEDIMENT ACCUMULATION DOWNGRADIENT OF DISCHARGE LOCATIONS SHALL BE REPORTED AS A SEDIMENT DISCHARGE AND THE POTENTIAL UPSTREAM CAUSE SHALL BE INVESTIGATED TO PREVENT FUTURE OCCURRENCE. CONTACT THE CM AND CEC TO DETERMINE APPROPRIATE ACTION FOR CLEANUP OF DISCHARGED SEDIMENT THAT MAY BE OUTSIDE OF THE LIMITS OF DISTURBANCE. SEE SAMPLING AND MONITORING OF EFFLUENT PLAN (IF APPLICABLE). A.SUBCONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER POLLUTION PREVENTION PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. B.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. C.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. D.SUBCONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWPPP IMPLEMENTATION SEQUENCE, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. E.ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR BLANKETS. COMPLETION MUST BE ACHIEVED WITHIN 7 DAYS. F.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED IMMEDIATELY, AND COMPLETED IMMEDIATELY AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. G.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. TEMPORARY AND/OR PERMANENT STABILIZATION SHALL BE APPLIED PER REQUIREMENTS IN THESE E&S CONTROL NOTES. H.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE OFF-SITE. I.ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE SITE PLANS. J.STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSO PROVIDE STORM WATER MANAGEMENT AFTER CONSTRUCTION, ARE INCLUDED IN THE CONTRACT DOCUMENTS. THE SITE-SPECIFIC POST CONSTRUCTION STORM WATER OPERATION AND MAINTENANCE (O&M) MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS. K.ALL PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OF ACCUMULATED SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL. ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALL BE HANDLED PROPERLY TO REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS USED ON THIS CONSTRUCTION SITE SHALL BE PROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALL APPLICABLE LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE STORED AND HANDLED ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR 1926.152. ONLY APPROVED CONTAINERS AND PORTABLE TANKS SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL APPLICABLE MATERIALS. HOWEVER, MSDS MAY ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC MEANS OR APPARATUS. IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE SUBCONTRACTOR TO CONTAIN AND REMOVE THE SPILLED MATERIAL. THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME FRAMES. AS REQUIRED UNDER THE PROVISIONS OF THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERING WATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED. ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETE WASTE, SHALL BE DISPOSED OF BY THE SUBCONTRACTOR IN THE MANNER SPECIFIED BY FEDERAL, STATE AND LOCAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS. THE SUBCONTRACTOR SHALL PREPARE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN-UP ACTIVITIES OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF 1 GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS, ON THE DAY OF THE SPILL. THE SUBCONTRACTOR SHALL PROVIDE NOTICE TO OWNER, VIA THE ONLINE CRITICAL INCIDENT REPORT, IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. SPILL REPORT FORMS ARE AVAILABLE IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER. COPIES OF SPILL CRITICAL INCIDENT REPORTS SHALL BE PRINTED AND MAINTAINED IN THE JOBSITE BINDER. ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DEFINED BY EPA OR THE STATE OR LOCAL AGENCY REGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER (1-800-424-8802) AND THE IOWA DEPARTMENT OF NATURAL RESOURCES (1-800-943-0003) THE STATE REQUIRES REPORTING WHEN: ·THERE IS AN IMPACT TO HUMAN HEALTH ·THERE IS AN IMPACT TO THE ENVIRONMENT ·THERE IS A FIRE, EXPLOSION, OR SAFETY HAZARD ·A SPILL IS NOT IMMEDIATELY CLEANED UP ·THE SPILL WAS MORE THAN THE REPORTABLE QUANTITY OF 1 GALLON OF A PETROLEUM PRODUCT THE REPORT SHOULD BE FILED WITH THE STATE OF IOWA. ALL REPORTS SHOULD BE FILED WITHIN 24 HOURS OF A SPILL OCCURRING. THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN 40 CFR 302 AND THE US EPA WEBSITE: HTTP://WWW.EPA.GOV/SUPERFUND/POLICY/RELEASE/RG TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN CONTACT WITH STORMWATER, THE FOLLOWING STEPS SHALL BE IMPLEMENTED: 1)ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUM PRODUCTS, FERTILIZERS, SOAPS, DETERGENTS, CONSTRUCTION CHEMICALS, ACIDS, BASES, PAINTS, PAINT SOLVENTS, ADDITIVES FOR SOIL STABILIZATION, CONCRETE, CURING COMPOUNDS AND ADDITIVES, ETC., SHALL BE STORED IN A SECURE LOCATION, UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED CONTAINERS WHEN NOT IN USE. 2)THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULED FOR DELIVERY AS CLOSE TO TIME OF USE AS PRACTICAL. 3)A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTY LITTER OR SAWDUST, ACID, BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND ITS LOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN ON SITE MAPS. a.THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES AND APPROPRIATE CONTENT TO CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND FROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME. b.CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION. 4)ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT LABEL. CONTAINERS MUST BE STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL DAMAGE. 5)ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL. 6)THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THE PRODUCT LABEL AND REGULATIONS. EROSION AND SEDIMENT CONTROL NOTES HAZARDOUS MATERIAL MANAGEMENT & SPILL REPORTING UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE AND INSTALL STRIPING. 7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 10.REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES 11.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION 1.THE PROJECT CONSISTS OF CLEARING AND GRUBBING AND THE CONSTRUCTION OF A 1-STORY COMMERCIAL BUILDING. ADDITIONAL PROPOSED IMPROVEMENTS TO INCLUDE SURFACE PARKING AND LANDSCAPE. GENERAL NOTES SEQUENCE OF CONSTRUCTIONPROJECT DESCRIPTION S E L A U R E L S T R E E T DO N O T EN T E R DO N O T EN T E R US BANK FOOTPRINT: 4500 SF APPROX FFE: 1045.00' 19.0' 16 . 0 ' EE A B B B C C B B D D D D D D A E DD A A B (10.0') LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION ALL DISTURBED AREAS (TYP.) ROCK MULCH (TYP.) SOD (TYP.) BOULDER (TYP.) A A B C D E LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) BOULDER (TYP.) SYMBOL CODE QTY COMMON NAME BOTANICAL NAME N/A CAL. ORNAMENTAL TREES PBC 1 CLUMP PAPER BIRCH BETULA PAPYRIFERA 'CLUMP'B & B, CLUMP 6` HT. OVERSTORY TREES ACE 5 AUTUMN BLAZE MAPLE ACER X FREEMANII 'AUTUMN BLAZE'B & B 8` HT. GLE 5 HONEY LOCUST GLEDITSIA TRIACANTHOS B & B 8` HT. QUE 4 PIN OAK QUERCUS PALUSTRIS B & B 8` HT. PLANT SCHEDULE CONIFEROUS SHRUBS JUN 9 SEA GREEN JUNIPER JUNIPERUS CHINENSIS 'SEA GREEN'#5 CONT.4` O.C. PBT 5 BIG TUNA MUGO PINE PINUS MUGO `BIG TUNA`#7 CONT.6` O.C. DECIDUOUS SHRUBS AMC 8 IROQUOIS BEAUTY BLACK CHOKEBERRY ARONIA MELANOCARPA 'IROQUOIS BEAUTY' TM #5 CONT.4` OC GRO 20 GRO-LOW FRAGRANT SUMAC RHUS AROMATICA 'GRO-LOW'#5 CONT.4` O.C. LDN 25 LITTLE DEVIL™ DWARF NINEBARK PHYSOCARPUS OPULIFOLIUS 'DONNA MAY'#3 CONT.36" O.C. GRASSES CAL 41 KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#5 CONT.24" O.C. PDS 20 PRAIRIE DROPSEED SPOROBOLUS HETEROLEPIS #1 CONT.18" O.C. PVH 46 HEAVY METAL SWITCH GRASS PANICUM VIRGATUM 'HEAVY METAL'#5 CONT.24" O.C. PERENNIALS ATB 3 BUTTERFLY MILKWEED ASCLEPIAS TUBEROSA #1 CONT.18" O.C. BGI 13 BREAKERS GERMAN IRIS IRIS X GERMANICA 'BREAKERS'#1 CONT.18" O.C. EPP 6 POW WOW WILD BERRY CONEFLOWER ECHINACEA PURPUREA 'POW WOW WILD BERRY'#1 CONT.18" O.C. MCD 10 MIGHTY CHESTNUT DAYLILY HEMEROCALLIS X 'MIGHTY CHESTNUT'#1 CONT.24" O.C. NMW 18 WALKER'S LOW CATMINT NEPETA MUSSINII 'WALKER'S LOW'#1 CONT.30" O.C. SAF 20 AUTUMN FIRE SEDUM SEDUM X 'AUTUMN FIRE'#1 CONT.18" O.C. VBH 16 VALENTINE® BLEEDING HEART DICENTRA SPECTABILIS 'HORDIVAL'#1 CONT.30" O.C. Know what'sbelow. before you dig.Call R © © NORTH 0 GRAPHIC SCALE IN FEET 20 10 20 40 LANDSCAPE REQUIREMENTS MINIMUM OPEN SPACE: REQUIRED MINIMUM OPEN SPACE:8,927 S.F. / 20% = 44,637 S.F. LOT AREA PROVIDED OPEN SPACE:9,508 S.F. / 21.83% OFF-STREET PARKING REQUIREMENTS: AT LEAST ONE ORNAMENTAL OR ONE DECIDUOUS OVERSTORY TREE PER PARKING LOT ISLAND. A MINIMUM OF 50% OF LANDSCAPED ISLANDS SHALL BE PROVIDED WITH A DECIDUOUS OVERSTORY TREE. REQUIRED FRONTAGE TREES SE LAURAL ST:3 TREES = 126 L.F. - 13 L.F. DRIVEWAY PROVIDED FRONTAGE TREES SE LAURAL ST:3 TREES REQUIRED FRONTAGE TREES SE ALICE ST:4 TREES = 137 L.F. - 14 L.F. DRIVEWAY PROVIDED FRONTAGE TREES SE ALICE ST:4 TREES SETBACKS BETWEEN PARKING AREAS AND PUBLIC RIGHT-OF-WAY SHALL BE LANDSCAPED WITH A MINIMUM OF ONE OVERSTORY DECIDUOUS TREE PER 40 LINEAR FEET OF FRONTAGE. FRONTAGE TREES REQUIRED:4 DECIDUOUS OVERSTORY TREES = 137FT. / 40FT. FRONTAGE TREES PROVIDED:4 DECIDUOUS ORNAMENTAL TREES - DUE TO OVERHEAD UTILITY SCREENING REQUIREMENTS: REQUIRED SCREENING: GARBAGE DUMPSTERS AND TRASH RECEPTACLES TO BE SCREENED. PROVIDED SCREENING: AROUND GARBAGE DUMPSTERS AND TRASH RECEPTACLES. SOD: REQUIRED SOD: ALL DISTURBED AREAS, INCLUDING RIGHT-OF-WAY, TO BE SODDED. PROVIDED SOD:ALL DISTURBED LANDSCAPE AREAS NOT PROPOSED TO BE LANDSCAPE BEDS ARE TO BE SOD. MINIMUM PLANTING HEIGHTS: DECIDUOUS OVERSTORY TREES:8 FT. HEIGHT ORNAMENTAL TREES:6 FT. HEIGHT EVERGREEN TREES:6 FT. HEIGHT L101 LANDSCAPE PLAN S T A T E OF IO W A P R O F E S S I O N AL LANDSC A P E A R C HITECT RYAN ANDREW HYLLESTED LA00733 +/ - 3 ' +/-3' MINIMUM 1/3 OF BOULDER BURIED BENEATH FINISH GRADE COMPACTED SUBGRADE UNDISTURBED SUBGRADE 90.0° SEE LANDSCAPE PLAN FOR MATERIAL TRAP ROCK BOULDER WITH SMOOTH EDGES (LOCAL STONE SOURCE), SIZE RANGE FROM 24" TO 48" (+) DIAMETER. DO NOT USE CRACKED OR BROKEN BOULDERS. SEE LANDSCAPE PLAN FOR LOCATION. BOULDERS NOT TO BE PLACED CLOSER THAN 2' TO ANY PAVEMENT AND NO FURTHER THAN 3' . SECTION Know what'sbelow. before you dig.Call R © © DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL AS SPECIFIED ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1021 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1022 BOULDER INSTALLATION DETAIL SCALE: N.T.S.L1024 L102 LANDSCAPE DETAILS MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER 4' MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1023 PLANTING 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE REVIEWED AND APPROVED BY CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT, AND REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, IOWA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER SUDAS / IOWA DOT & ANSI STANDARD PLANTING PRACTICES. 9.INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM SUDAS.A.PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 16.TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS, ROCKS LARGER THAN ONE INCH, CLAYS, PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUE TO BE BETWEEN 5.4 AND 7.0. REMOVE DEBRIS AND WEEDS FROM SUBSOIL. MINIMUM 8" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREES, SHRUBS AND PERENNIALS. LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBIT CONSTRUCTION TRAFFIC FROM AREAS WITH TOPSOIL. 17.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. MULCH 18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR, OR APPROVED EQUAL. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). EDGER 19.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SOD 20.ALL DISTURBED AREAS, INCLUDING RIGHT-OF-WAY, REQUIRED TO BE SODDED, UNLESS OTHERWISE NOTED. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER SUDAS / IOWA DOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. ESTABLISHMENT 21.PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. IRRIGATION 25.PROVIDE IRRIGATION / PROVIDE NEW SYSTEM, OR MODIFY EXISTING IRRIGATION PER OWNERS DIRECTION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. CONTROLLER TO BE COMMERCIAL GRADE, EPA WATERSENSE APPROVED, CAPABLE OF FLOW SENSING AND OPERATING A MASTER VALVE ON / OFF BY STATION. IRRIGATION SYSTEM TO INCLUDE FLOW SENSOR AND WIRED RAIN / FREEZE SENSOR. PROVIDE MASTER VALVE. THE IRRIGATION SYSTEM SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ZONE PARAMETERS: HEAD-TO-HEAD COVERAGE AND NO SPRAYING OVER WALKS. SEPARATE LAWN ZONES BY MICROCLIMATE- LAWN ON NORTH SIDE OF BUILDING VS LAWN ON SOUTH SIDE OF BUILDING, LAWN ON SLOPE VS LAWN ON LEVEL GRADE. LAWN AREAS TO HAVE MULTI-STREAM ROTARY SPRINKLERS/ SPRAYS/ ROTORS. SHRUB AND PERENNIAL BED AREAS TO HAVE DRIP. TREES IN LAWN AREA TO BE COVERED BY MULTI-STREAM ROTARY SPRINKLERS/ SPRAYS/ ROTORS. TREES IN SHRUBS / PERENNIAL BED AREA TO BE WATERED WITH DRIP IRRIGATION. ALL IRRIGATION HEADS TO BE PRESSURE REGULATED. LANDSCAPE NOTES S T A T E OF IO W A P R O F E S S I O N AL LANDSC A P E A R C HITECT RYAN ANDREW HYLLESTED LA00733 FIRST FLOOR EL= 100' - 0" FIRST FLOOR EL= 100' - 0" T.O. CURB EL= 100' - 6" T.O. CURB EL= 100' - 6" B.O. CANOPY FASCIA EL= 112' - 0" T.O. CANOPY FASCIA EL= 114' - 2" T.O. COPING (FBR-1) EL= 120' - 2" T.O. COPING (ST-1) EL= 120' - 10" T.O. COPING (CMP-1B) EL= 124' - 4" TYP. 9 4 410 TYP 6 12 XK XK XK C.JT XB Z3 XB 12356784.9 46.2 21 C.JT 1 A513 2 A513 3 A513 4 A513 3 A514 1 A602 SF05 W1 W1 5 19 15 4 17 TYP. EL = 16' -5" T.O. DRIVE THRU CANOPY EL = 12' -3" B.O. DRIVE THRU CANOPY 23 TYP 25 8 SF03 CMP-1B CMP-2B ST-1 ST-1 SMF-C SMF-C ST-1A ST-1C FBR-1 SMF-C CMP-1D MCC-1C W1 CMP-1DST-1AST-1CCMP-1D A401 4 TYP 13 9' - 2 " XWP 12 1 15 CMP-1D 7' - 0 " XB 7' - 0 " 19 8 0.2 0.1 2 A602 TYP 3 A602 TYP 1 A511 2 A512 C.JTC.JT FIRST FLOOR EL= 100' - 0" FIRST FLOOR EL= 100' - 0" T.O. CURB EL= 100' - 6" T.O. CURB EL= 100' - 6" T.O. COPING (ST-1) EL= 120' - 10" T.O. COPING (CMP-1B) EL= 124' - 4" 9 4 TYP 9 12 XB XB XB ABDGCE.9 C.4 C.1 1 A511 21 EL = 12' -0" B.O. CANOPY FASCIAZ3 TYP W1 W1 SF06 23 TYP 7' - 0 " SMF-C ST-1 ST-1C ST-1A CMP-1B CMP-2B CMP-1D ST-1C ST-1A TYP CMP-1D ST-1B ST-1B 13 EQ EQ EQ EQ EQ 7' - 0 " 19 13 F E 2 A602 3 A602 TYP TYP C.JT C.JT EXTERIOR MATERIAL BOARD BRICK - ENDICOTT MANGANESE BROWN PAINT - BENJAMIN MOORE HC-166 KENDALL CHARCOAL STONE - INDIANA LIMESTONE COMPANY VANDERBILT - LIMITED RANGE METAL SOFFIT PANEL - MCS-1A_CERTAINTEED 150F LINEAR - 8424 WALNUT (FBR-1) (PT-10) (ST-1 = 12" HIGH x 24" WIDE) (ST-1A = 8" HIGH x 24" WIDE) (ST-1B = 6" HIGH x 24" WIDE) (ST-1C = 4" HIGH x 24" WIDE) (MCS-1A, MCS-1B) METAL PANELS - REYNOBOND / PAC CLAD COMPOSITE PANELS (CMP-1C, CMP-1A, CMP-1B) ALUMINUM WINDOWS - SEE SPECIFICATIONS AND WINDOW TYPES ON A301 FOR MORE INFORMATION (SF-1, SF-2 AND SF-5) ANODIC CLEAR METAL FASCIA / TRIM - PAC CLAD SHEET METAL (SMF-C, CMP-2B) SMF-C_CLASSIC BRONZE FORMED METAL COLUMN COVERS -(MCC-1C) REYNOBOND / PAC CLAD COMPOSITE PANELS MCC-1C_CLASSIC BRONZE N O T U S E D CMP-2B_BRITE WHITE CMP-1D_MIDNIGHT BRONZE CMP-1B_BRITE WHITECMP-1A_AWARD BLUE LIGHT FIXTURE SCHEDULE LIGHT 'XA' -UNDER CANOPY LIGHT - SEE REFLECTED CEILING PLAN FOR LOCATIONS MANUFACTURER: BEGA STYLE: RECESSED CEILING DOWNLIGHT MODEL: BEGA 24 814-K35-BLK SIZE:6" SQUARE LAMP: LED DIMMING: 0-10V MOUNTING:RECESSED COLOR TEMP: 3500 K VOLTAGE: 120-277V AC LIGHT 'XB' -WALL SCONCE MANUFACTURER: BEGA STYLE: WALL LUMINAIRE MODEL: BEGA 33 591-K35-BLK SIZE:W 4 3/8" X L 5" X H 7 1/2" LAMP: LED DIMMING: 0-10V MOUNTING:WALL COLOR TEMP: 3500 K VOLTAGE: 120-277V AC LIGHT 'XWP' -WALL PACK MANUFACTURER: BEGA STYLE: WALL LUMINAIRE MODEL: BEGA 22 359-K35-BLK SIZE:W 8 1/2" X L 4" X H 4 3/8" LAMP: LED DIMMING: 0-10V MOUNTING:WALL COLOR TEMP: 3500K VOLTAGE: 120-277V AC LIGHT 'XK' -EXTERIOR STOP GO LIGHT MANUFACTURER: SIGNAL TECH STYLE: STOP GO LIGHTS FINISH:DURANODIC BRONZE FINISH MODEL: TCL718GR-100 SIZE:7"H X 18"W X 2.5"D LAMP: LED VOLTAGE: 120-277V AC LIGHT 'XJ' -ATM CANOPY LIGHT - SEE REFLECTED CEILING PLAN FOR LOCATION MANUFACTURER: BEGA STYLE: RECESSED MODEL: 24 814 LAMP: LED MOUNTING: RECESSED COLOR TEMP: 3500K VOLTAGE: 120-277 VAC LIGHT 'Z3' -3'-0" WALL MOUNT MANUFACTURER: ELLIPTIPAR STYLE: 3'-0" WALL MOUNT FINISH:WHITE MODEL: S151-R03M-H-02-M-OD-O-840-00 SIZE:24" CANTILEVER LAMP: LED VOLTAGE: 120-277V AC EXTERIOR ELEVATION LEGEND C.JT -CONTROL JOINT FIRST FLOOR EL= 100' - 0" T.O. CURB EL= 100' - 6" B.O. CANOPY FASCIA EL= 112' - 0" T.O. CANOPY FASCIA EL= 114' - 2" A B C C.1 6" CONCRETE CURB WITH VINYL BASE AS SCHEDULED - SEE DETAIL CEILINGS AS SCHEDULED 11 A608 PARTITION AS SCHEDULED STOREFRONTS AS SCHEDULED 23 TYP. ALIGN TO ADJACENT REVEALS 9 CMP-1ACMP-1A 2' - 7 " 2' - 7 " 2' - 7 " 2' - 6 " ATM-13 SEE EQUIPMENT2' - 5" SE E E Q U I P M E N T S E E E Q U I P M E N T 25 2EL= 100'-0" FIRST FLOOR CUT SHEET R.O.PLINTH BEYOND, SHOWN DASHEDGC NOTE: FINAL EQUIPMENT TYPE AND OPENING SIZE AND LOCATION TO BE VERIFIED WITH JLL PM PRIOR TO CONSTRUCTION AC C E S S I B L E R E A C H R A N G E 4' - 0 " AC C E S S I B L E R E A C H R A N G E 1' - 3 " CU T S H E E T V. I . F . CU T S H E E T R. O . EQUIPMENT OPENING, COORDINATE WITH EQUIPMENT CUTSHEET Project No. Drawn By Checked By Date ISSUES / REVISIONS NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2025. All rights reserved. PROJECT FOR NOT FOR CONSTRUCTION 06/20/2025 CERTIFICATION 1220 Marshall St NE Minneapolis, MN 55413-1036 612.677.7100 rsparch.com CONSULTANTS Date Signed License No. Name Expiration Date ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Autodesk Docs://US Bank Retail 2023/A23_USB IA - Waukee.rvt 6/20/2025 9:10:30 AM 14854B7DF6 NS, MRL MRL, DC 04/23/2025 EXTERIOR ELEVATIONS A401 ARC08087 04/23/2025 Scott Steinkamp 6/30/2025 300 SE ALICES ROAD, WAUKEE 50263 3/16" = 1'-0"1 ELEVATION - NORTH 3/16" = 1'-0"2 ELEVATION - EAST GENERAL NOTES -EXTERIOR ELEVATIONS A. SEE SHEET A301 FOR DOOR SCHEDULE AND WINDOW TYPES. B. SEE SHEET G003 FOR EXTERIOR MATERIAL SCHEDULE. C. SEE SHEET A201 FOR EXTERIOR SOFFIT FINISH AND HEIGHT INFORMATION. D. SEE EXTERIOR ELEVATIONS FOR CONTROL JOINT LOCATIONS. CONTRACTOR SHALL PROVIDE ADDITIONAL CONTROL JOINTS TO COMPLY WITH MAXIMUM SPACING REQUIREMENTS IN SPECIFICATIONS AND NATIONAL MASONRY INSTITUTE. PROVIDE A CONTROL JOINT AT ALL MASONRY REENTRANT CORNERS. E. ALL EXPOSED STRUCTURE SHALL BE GALVANIZED AND PAINTED PT-10 U.N.O. F. ALL EXTERIOR SIGNAGE TO BE ISSUED UNDER SEPARATE PACKAGE. SEPERATE APPLICATION TO BE SUBMITTED FOR REVIEW TO THE COMMUNITY DEVELOPMENT DEPARTMENT. G. SEE SHEET A001 FOR ADDITIONAL SITE INFORMATION, TRASH ENCLOSURE ELEVATIONS, DETAILS AND FINISHES. H. ALL BANK EQUIPMENT INFORMATION TO BE PROVIDED BY CONVERGINT TECHNOLOGIES. CONTACT INFORMATION IS PROVIDED ON COVER SHEET G000. KEYNOTES - EXTERIOR ELEVATIONS NO. DESCRIPTION 1 FIRE DEPARTMENT CONNECTION. SEE PLUMBING. 2 THRU-WALL ATM WITH SHROUD BY OTHERS. G.C. TO CONTACT US BANK EQUIPMENT VENDOR (CONVERGINT) TO OBTAIN CUTSHEETS AND VERIFY EQUIPMENT DIMENSIONS. 3 PAINT DOOR TO PATCH CMP-1D. 4 METAL CAP FLASHING 5 DOOR OPERATOR POST BOLLARD BY HARDWARE SUPPLIER 6 SCUPPER 7 KNOX KEY BOX - 4400 OR 4200 SERIES. 8 BUILDING IDENTIFICATION NUMBER, COORDINATE FINAL LOCATION WITH FIRE MARSHALL. COORDINATE WITH JLL PM TO DETERMINE CORRECT BUILDING NUMBER. SEE SPECIFICATIONS FOR MORE INFORMATION. 9 6" CONCRETE CURB - SEE STRUCTURAL. CURB TO RECEIVE HAND RUBBED FINISH, EXPOSED FACE. 10 BRICK SOLDIER COURSE 11 NOT USED. 12 SECURITY CAMERA - SEE ELECTRICAL FOR POWER SUPPLY - VERIFY LOCATION IN FIELD WITH GC 13 ALIGN GLAZING JOINTS & PANELS REVEALS, TYP. 14 OVERFLOW SCUPPER, MATCH DRIVE THRU CANOPY COLOR. 15 FORMED METAL COLUMN ENCLOSURE 16 THRU-WALL OVERFLOW LAMBS TONGUE - SEE PLUMBING 17 BOLLARDS 18 IRRIGATION BACKFLOW PREVENTER - SEE PLUMBING 19 SIGNAGE BY OTHERS 20 ELECTRICAL TRANSFORMER WITH BOLLARDS - SEE ELECTRICAL 21 DASHED LINES INDICATE IN-WALL PLYWOOD BLOCKING BY GENERAL CONTRACTOR - FOR SIGNAGE BY OTHERS. COORDINATE SIGN LOCATION WITH SIGNAGE VENDOR. SEE DETAILS ON SHEET A604 FOR MORE INFORMATION. 22 BIKE RACK - SEE SPECIFICATIONS 23 1/2" METAL PANEL REVEALS. 24 TRASH ENCLOSURE - SEE A001 FOR MORE INFORMATION 25 COORDINATE WITH ATM EQUIPMENT SUPPLIER FOR EXACT ROUGH OPENING DIMENSIONS. ENSURE ROUGH OPENINGS AND EQUIPMENT PLACEMENT COMPLIES WITH ADA REACH REQUIREMENTS. 26 TRASH CAN - SEE SPECIFICATIONS 27 BENCH - SEE SPECIFICATIONS 28 METER / CT CABINET - SEE ELECTRICAL 3/16" = 1'-0"3 VESTIBULE ELEVATION -EAST 1/2" = 1'-0"4 THRU WALL EQUIPMENT ELEVATION A EXTERIOR WALL MATERIAL TOTALS Mark Description Area Percent CMP-1A Metal - Panel (CMP-1A) - Award Blue 123 SF 1% CMP-1B Metal - Panel (CMP-1B) - Brite White 1108 SF 12% CMP-1D Metal - Panel (CMP-1D) - Midnight Bronze 1248 SF 14% CMP-2B Metal - Panel (CMP-2B) - Stone White 443 SF 5% FBR-1 Masonry - Brick (FBR-01) 2786 SF 30% FBR-1S Masonry - Brick (FBR-01) - Soldier Course 96 SF 1% MCC-1C Metal - Column Cover (MCC-1C) - Classic Bronze 284 SF 3% SMF-C Metal - Sheet Metal Flashing (SMF-C) - Classic Bronze 1183 SF 13% ST-1 Masonry - Limestone (ST-1) 1940 SF 21% A NO. DATE DESCRIPTION A 05/22/2025 P&Z Response 1 FIRST FLOOR EL= 100' - 0" T.O. CURB EL= 100' - 6" B.O. DRIVE-THRU FASCIA EL= 112' - 3" T.O. COPING (FBR-1) EL= 120' - 2" T.O. COPING (ST-1) EL= 120' - 10" T.O. COPING (CMP-1B) EL= 124' - 4" T.O. DRIVE-THRU CANOPY EL= 116' - 5" 10 4 18 9 16 16 4 9 12 17 12 XWP Z3 XB XB C.JTC.JT 1 2 3 5 6 7 84.94 6.2 2 A511 3 A513 15 4 17 TYP. 12 XJ 14 W1 W1 W1 SEE THIS EXTERIOR ELEVATION FOR MORE INFO A403 3 23 TYP 7' - 0 " TYP 28 CMP-1D MCC-1C SMF-C FBR-1 CMP-1D CMP-1D W1 CMP-1D CMP-1D SMF-C ST-1A ST-1 CMP-1B CMP-2B 15 17 12 9' - 2 " MCC-1C XB 21 19 0.20.1 3 A602 TYP 9 A601 TYP C.JT FIRST FLOOR EL= 100' - 0" T.O. CURB EL= 100' - 6" B.O. CANOPY FASCIA EL= 112' - 0" T.O. CANOPY FASCIA EL= 114' - 2" T.O. COPING (FBR-1) EL= 120' - 2" T.O. COPING (CMP-1B) EL= 124' - 4" 9 6 12 1 4 10 18 16 9 12 Z3 C.JT C.JT A B D GCE.9C.4C.1 4 A513 A403 2 SEE THIS EXTERIOR ELEVATION FOR MORE INFO SF01 23 TYP SEE THIS EXTERIOR ELEVATION FOR MORE INFO A401 3 EL = SEE CIVIL DRIVE LANE 17 NOTE: SEE EXTERIOR ELEVATION FOR DIMENSIONS AT METAL PANEL 7 SMF-C FBR-1 CMP-1B CMP-2B SMF-C SMF-C CMP-1A 123 119B XWP XWP XB XB A402 3 7' - 0 " 9' - 2 " A403 2 3 FE CMP-1A C.JT EXTERIOR MATERIAL BOARD BRICK - ENDICOTT MANGANESE BROWN PAINT - BENJAMIN MOORE HC-166 KENDALL CHARCOAL STONE - INDIANA LIMESTONE COMPANY VANDERBILT - LIMITED RANGE METAL SOFFIT PANEL - MCS-1A_CERTAINTEED 150F LINEAR - 8424 WALNUT (FBR-1) (PT-10) (ST-1 = 12" HIGH x 24" WIDE) (ST-1A = 8" HIGH x 24" WIDE) (ST-1B = 6" HIGH x 24" WIDE) (ST-1C = 4" HIGH x 24" WIDE) (MCS-1A, MCS-1B) METAL PANELS - REYNOBOND / PAC CLAD COMPOSITE PANELS (CMP-1C, CMP-1A, CMP-1B) ALUMINUM WINDOWS - SEE SPECIFICATIONS AND WINDOW TYPES ON A301 FOR MORE INFORMATION (SF-1, SF-2 AND SF-5) ANODIC CLEAR METAL FASCIA / TRIM - PAC CLAD SHEET METAL (SMF-C, CMP-2B) SMF-C_CLASSIC BRONZE FORMED METAL COLUMN COVERS -(MCC-1C) REYNOBOND / PAC CLAD COMPOSITE PANELS MCC-1C_CLASSIC BRONZE N O T U S E D CMP-2B_BRITE WHITE CMP-1D_MIDNIGHT BRONZE CMP-1B_BRITE WHITECMP-1A_AWARD BLUE LIGHT FIXTURE SCHEDULE LIGHT 'XA' -UNDER CANOPY LIGHT - SEE REFLECTED CEILING PLAN FOR LOCATIONS MANUFACTURER: BEGA STYLE: RECESSED CEILING DOWNLIGHT MODEL: BEGA 24 814-K35-BLK SIZE:6" SQUARE LAMP: LED DIMMING: 0-10V MOUNTING:RECESSED COLOR TEMP: 3500 K VOLTAGE: 120-277V AC LIGHT 'XB' -WALL SCONCE MANUFACTURER: BEGA STYLE: WALL LUMINAIRE MODEL: BEGA 33 591-K35-BLK SIZE:W 4 3/8" X L 5" X H 7 1/2" LAMP: LED DIMMING: 0-10V MOUNTING:WALL COLOR TEMP: 3500 K VOLTAGE: 120-277V AC LIGHT 'XWP' -WALL PACK MANUFACTURER: BEGA STYLE: WALL LUMINAIRE MODEL: BEGA 22 359-K35-BLK SIZE:W 8 1/2" X L 4" X H 4 3/8" LAMP: LED DIMMING: 0-10V MOUNTING:WALL COLOR TEMP: 3500K VOLTAGE: 120-277V AC LIGHT 'XK' -EXTERIOR STOP GO LIGHT MANUFACTURER: SIGNAL TECH STYLE: STOP GO LIGHTS FINISH:DURANODIC BRONZE FINISH MODEL: TCL718GR-100 SIZE:7"H X 18"W X 2.5"D LAMP: LED VOLTAGE: 120-277V AC LIGHT 'XJ' -ATM CANOPY LIGHT - SEE REFLECTED CEILING PLAN FOR LOCATION MANUFACTURER: BEGA STYLE: RECESSED MODEL: 24 814 LAMP: LED MOUNTING: RECESSED COLOR TEMP: 3500K VOLTAGE: 120-277 VAC LIGHT 'Z3' -3'-0" WALL MOUNT MANUFACTURER: ELLIPTIPAR STYLE: 3'-0" WALL MOUNT FINISH:WHITE MODEL: S151-R03M-H-02-M-OD-O-840-00 SIZE:24" CANTILEVER LAMP: LED VOLTAGE: 120-277V AC EXTERIOR ELEVATION LEGEND C.JT -CONTROL JOINT PTS-C2 AHD-4 R. O . 25 1 / 4 " 27 " SEE EQUIPMENTSEE EQUIPMENT SE E E Q U I P M E N T SE E E Q U I P M E N T EL= 100'-0" FIRST FLOOR CU T S H E E T V. I . F . CU T S H E E T R. O . CUT SHEET R.O. CUT SHEET R.O. GC NOTE: FINAL EQUIPMENT TYPE AND OPENING SIZE AND LOCATION TO BE VERIFIED WITH JLL PM PRIOR TO CONSTRUCTION EQUIPMENT OPENING, COORDINATE WITH EQUIPMENT CUTSHEET Project No. Drawn By Checked By Date ISSUES / REVISIONS NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2025. All rights reserved. PROJECT FOR NOT FOR CONSTRUCTION 06/20/2025 CERTIFICATION 1220 Marshall St NE Minneapolis, MN 55413-1036 612.677.7100 rsparch.com CONSULTANTS Date Signed License No. Name Expiration Date ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Autodesk Docs://US Bank Retail 2023/A23_USB IA - Waukee.rvt 6/20/2025 9:10:34 AM 14854B7DF6 NS, MRL MRL, DC 04/23/2025 EXTERIOR ELEVATIONS A402 ARC08087 04/23/2025 Scott Steinkamp 6/30/2025 300 SE ALICES ROAD, WAUKEE 50263 3/16" = 1'-0"1 ELEVATION - SOUTH 3/16" = 1'-0"2 ELEVATION - WEST GENERAL NOTES -EXTERIOR ELEVATIONS A. SEE SHEET A301 FOR DOOR SCHEDULE AND WINDOW TYPES. B. SEE SHEET G003 FOR EXTERIOR MATERIAL SCHEDULE. C. SEE SHEET A201 FOR EXTERIOR SOFFIT FINISH AND HEIGHT INFORMATION. D. SEE EXTERIOR ELEVATIONS FOR CONTROL JOINT LOCATIONS. CONTRACTOR SHALL PROVIDE ADDITIONAL CONTROL JOINTS TO COMPLY WITH MAXIMUM SPACING REQUIREMENTS IN SPECIFICATIONS AND NATIONAL MASONRY INSTITUTE. PROVIDE A CONTROL JOINT AT ALL MASONRY REENTRANT CORNERS. E. ALL EXPOSED STRUCTURE SHALL BE GALVANIZED AND PAINTED PT-10 U.N.O. F. ALL EXTERIOR SIGNAGE TO BE ISSUED UNDER SEPARATE PACKAGE. SEPERATE APPLICATION TO BE SUBMITTED FOR REVIEW TO THE COMMUNITY DEVELOPMENT DEPARTMENT. G. SEE SHEET A001 FOR ADDITIONAL SITE INFORMATION, TRASH ENCLOSURE ELEVATIONS, DETAILS AND FINISHES. H. ALL BANK EQUIPMENT INFORMATION TO BE PROVIDED BY CONVERGINT TECHNOLOGIES. CONTACT INFORMATION IS PROVIDED ON COVER SHEET G000. KEYNOTES - EXTERIOR ELEVATIONS NO. DESCRIPTION 1 FIRE DEPARTMENT CONNECTION. SEE PLUMBING. 2 THRU-WALL ATM WITH SHROUD BY OTHERS. G.C. TO CONTACT US BANK EQUIPMENT VENDOR (CONVERGINT) TO OBTAIN CUTSHEETS AND VERIFY EQUIPMENT DIMENSIONS. 3 PAINT DOOR TO PATCH CMP-1D. 4 METAL CAP FLASHING 5 DOOR OPERATOR POST BOLLARD BY HARDWARE SUPPLIER 6 SCUPPER 7 KNOX KEY BOX - 4400 OR 4200 SERIES. 8 BUILDING IDENTIFICATION NUMBER, COORDINATE FINAL LOCATION WITH FIRE MARSHALL. COORDINATE WITH JLL PM TO DETERMINE CORRECT BUILDING NUMBER. SEE SPECIFICATIONS FOR MORE INFORMATION. 9 6" CONCRETE CURB - SEE STRUCTURAL. CURB TO RECEIVE HAND RUBBED FINISH, EXPOSED FACE. 10 BRICK SOLDIER COURSE 11 NOT USED. 12 SECURITY CAMERA - SEE ELECTRICAL FOR POWER SUPPLY - VERIFY LOCATION IN FIELD WITH GC 13 ALIGN GLAZING JOINTS & PANELS REVEALS, TYP. 14 OVERFLOW SCUPPER, MATCH DRIVE THRU CANOPY COLOR. 15 FORMED METAL COLUMN ENCLOSURE 16 THRU-WALL OVERFLOW LAMBS TONGUE - SEE PLUMBING 17 BOLLARDS 18 IRRIGATION BACKFLOW PREVENTER - SEE PLUMBING 19 SIGNAGE BY OTHERS 20 ELECTRICAL TRANSFORMER WITH BOLLARDS - SEE ELECTRICAL 21 DASHED LINES INDICATE IN-WALL PLYWOOD BLOCKING BY GENERAL CONTRACTOR - FOR SIGNAGE BY OTHERS. COORDINATE SIGN LOCATION WITH SIGNAGE VENDOR. SEE DETAILS ON SHEET A604 FOR MORE INFORMATION. 22 BIKE RACK - SEE SPECIFICATIONS 23 1/2" METAL PANEL REVEALS. 24 TRASH ENCLOSURE - SEE A001 FOR MORE INFORMATION 25 COORDINATE WITH ATM EQUIPMENT SUPPLIER FOR EXACT ROUGH OPENING DIMENSIONS. ENSURE ROUGH OPENINGS AND EQUIPMENT PLACEMENT COMPLIES WITH ADA REACH REQUIREMENTS. 26 TRASH CAN - SEE SPECIFICATIONS 27 BENCH - SEE SPECIFICATIONS 28 METER / CT CABINET - SEE ELECTRICAL 1/2" = 1'-0"3 THRU WALL EQUIPMENT ELEVATION EXTERIOR WALL MATERIAL TOTALS Mark Description Area Percent CMP-1A Metal - Panel (CMP-1A) - Award Blue 123 SF 1% CMP-1B Metal - Panel (CMP-1B) - Brite White 1108 SF 12% CMP-1D Metal - Panel (CMP-1D) - Midnight Bronze 1248 SF 14% CMP-2B Metal - Panel (CMP-2B) - Stone White 443 SF 5% FBR-1 Masonry - Brick (FBR-01) 2786 SF 30% FBR-1S Masonry - Brick (FBR-01) - Soldier Course 96 SF 1% MCC-1C Metal - Column Cover (MCC-1C) - Classic Bronze 284 SF 3% SMF-C Metal - Sheet Metal Flashing (SMF-C) - Classic Bronze 1183 SF 13% ST-1 Masonry - Limestone (ST-1) 1940 SF 21% A A NO. DATE DESCRIPTION A 05/22/2025 P&Z Response 1 B.O. CANOPY FASCIA EL= 112' - 0" T.O. CANOPY FASCIA EL= 114' - 2" T.O. COPING (ST-1) EL= 120' - 10" T.O. COPING (CMP-1B) EL= 124' - 4" B.O. SCREEN (CMP-2B) EL= 117' - 8" PROVIDE GAP UNDER THE SCREEN TO ALLOW WATER FLOW - TYPICAL OPEN A B DCC.1 10 ' - 4 " 23 TYP AL I G N R E V E A L W I T H FA C E O F L I M E S T O N E 27' - 10" 4' - 0"1' - 8" 6' - 8 " 3 EQUALS3 EQUALS CMP-2B CMP-2B T.O. COPING (CMP-1B) EL= 124' - 4" EL = VARIES B.O. ROOF DECK B.O. SCREEN (CMP-2B) EL= 117' - 8" PROVIDE GAP UNDER THE SCREEN TO ALLOW WATER FLOW - TYPICAL 5 6 7 84.9 6.2 23 TYP 7 EQUALS 26' - 4 1/2" CMP-2B CMP-2B FIRST FLOOR EL= 100' - 0" B.O. DRIVE-THRU FASCIA EL= 112' - 3" T.O. DRIVE-THRU CANOPY EL= 116' - 5" E.9C.4 4 ATM-16 SMF-C CMP-1D 14 19 FE FIRST FLOOR EL= 100' - 0" T.O. CURB EL= 100' - 6" B.O. DRIVE-THRU FASCIA EL= 112' - 3" T.O. COPING (FBR-1) EL= 120' - 2" T.O. DRIVE-THRU CANOPY EL= 116' - 5" 1 15 4 17 TYP. 12 14 SMF-C CMP-1D MCC-1C TYP. 18 9 15 17 TYP. MCC-1C 12 TYP. XJ 0.20.1 FIRST FLOOR EL= 100' - 0" B.O. DRIVE-THRU FASCIA EL= 112' - 3" T.O. COPING (FBR-1) EL= 120' - 2" T.O. DRIVE-THRU CANOPY EL= 116' - 5" 9 12 1 4 15 17 19 1 XK XK XK MCC-1C SMF-C CMP-1D 12 19 17 TYP. TYP. 8 0.2 0.1 8"3' - 4"3' - 0" 1' - 8 " WALL ASSEMBLY AT BRICK VENEER • BRICK VENEER - ALL COMPONENTS PER MANUFACTURER'S RECOMMENDATION • 2" RIGID INSULATION • AB-1 • 5/8" EXTERIOR SHEATHING • 6" GALVANIZED COLD FORMED METAL FRAMING - SEE STRUCTURAL • BATT INSULATION • VAPOR BARRIER • 5/8" GYPSUM BOARD WALL ASSEMBLY AT LIMESTONE VENEER • 3 5/8" LIMESTONE VENEER - ALL COMPONENTS PER MANUFACTURER'S RECOMMENDATION • AIR SPACE • 2" RIGID INSULATION • AB-1 • 5/8" EXTERIOR SHEATHING • 6" GALVANIZED COLD FORMED METAL FRAMING - SEE STRUCTURAL • BATT INSULATION • VAPOR BARRIER • 5/8" GYPSUM BOARD 6" CONCRETE CURB THRU-WALL FLASHINGLIMESTONEBRICK 1' - 4 " 8" 2' - 0" 2' - 4" 2' - 0" 4' - 0 " 3' - 0 " FRAME FOR TYPICAL PUNCHED WINDOW OPENING EXPOSED BACK-UP W/ GYP BD, AIR BARRIER, INSULATION AND MASONRY ANCHORS ROOF/PARAPET COPING SLOPED COMPOSITE METAL PANEL CLADDING RECESSED COURSE EQ EQ EQ EQ EQ EQ SMF-C GLAZING: VIRACON VRE1-38 GLAZING: VIRACON VUE1-40 3 EQUAL 3 EQUAL EQ EQ EQ 3 EQUAL Project No. Drawn By Checked By Date ISSUES / REVISIONS NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2025. All rights reserved. PROJECT FOR NOT FOR CONSTRUCTION 06/20/2025 CERTIFICATION 1220 Marshall St NE Minneapolis, MN 55413-1036 612.677.7100 rsparch.com CONSULTANTS Date Signed License No. Name Expiration Date ALL BIDDING QUESTIONS TO BE DIRECTED TO THE JLL PROJECT MANAGERS. SEE SHEET G000. Autodesk Docs://US Bank Retail 2023/A23_USB IA - Waukee.rvt 6/20/2025 9:10:38 AM 14854B7DF6 NS, MRL MRL, DC 04/23/2025 EXTERIOR ELEVATIONS A403 ARC08087 04/23/2025 Scott Steinkamp 6/30/2025 300 SE ALICES ROAD, WAUKEE 50263 3/16" = 1'-0"2 PENTHOUSE SCREEN ELEVATION - EAST 3/16" = 1'-0"3 PENTHOUSE SCREEN ELEVATION - NORTH 3/16" = 1'-0"4 ELEVATION - EAST_MOUNTAIN VIEW DRIVE-THRU CANOPY 3/16" = 1'-0"5 ELEVATION - EAST_MOUNTAIN VIEW DRIVE-THRU CANOPY 3/16" = 1'-0"6 ELEVATION - EAST_MOUNTAIN VIEW DRIVE-THRU CANOPY 3/4" = 1'-0"1 DETAIL AT ASSEMBLY MOCK-UP GENERAL NOTES -EXTERIOR ELEVATIONS A. SEE SHEET A301 FOR DOOR SCHEDULE AND WINDOW TYPES. B. SEE SHEET G003 FOR EXTERIOR MATERIAL SCHEDULE. C. SEE SHEET A201 FOR EXTERIOR SOFFIT FINISH AND HEIGHT INFORMATION. D. SEE EXTERIOR ELEVATIONS FOR CONTROL JOINT LOCATIONS. CONTRACTOR SHALL PROVIDE ADDITIONAL CONTROL JOINTS TO COMPLY WITH MAXIMUM SPACING REQUIREMENTS IN SPECIFICATIONS AND NATIONAL MASONRY INSTITUTE. PROVIDE A CONTROL JOINT AT ALL MASONRY REENTRANT CORNERS. E. ALL EXPOSED STRUCTURE SHALL BE GALVANIZED AND PAINTED PT-10 U.N.O. F. ALL EXTERIOR SIGNAGE TO BE ISSUED UNDER SEPARATE PACKAGE. SEPERATE APPLICATION TO BE SUBMITTED FOR REVIEW TO THE COMMUNITY DEVELOPMENT DEPARTMENT. G. SEE SHEET A001 FOR ADDITIONAL SITE INFORMATION, TRASH ENCLOSURE ELEVATIONS, DETAILS AND FINISHES. H. ALL BANK EQUIPMENT INFORMATION TO BE PROVIDED BY CONVERGINT TECHNOLOGIES. CONTACT INFORMATION IS PROVIDED ON COVER SHEET G000. KEYNOTES - EXTERIOR ELEVATIONS NO. DESCRIPTION 1 FIRE DEPARTMENT CONNECTION. SEE PLUMBING. 2 THRU-WALL ATM WITH SHROUD BY OTHERS. G.C. TO CONTACT US BANK EQUIPMENT VENDOR (CONVERGINT) TO OBTAIN CUTSHEETS AND VERIFY EQUIPMENT DIMENSIONS. 3 PAINT DOOR TO PATCH CMP-1D. 4 METAL CAP FLASHING 5 DOOR OPERATOR POST BOLLARD BY HARDWARE SUPPLIER 6 SCUPPER 7 KNOX KEY BOX - 4400 OR 4200 SERIES. 8 BUILDING IDENTIFICATION NUMBER, COORDINATE FINAL LOCATION WITH FIRE MARSHALL. COORDINATE WITH JLL PM TO DETERMINE CORRECT BUILDING NUMBER. SEE SPECIFICATIONS FOR MORE INFORMATION. 9 6" CONCRETE CURB - SEE STRUCTURAL. CURB TO RECEIVE HAND RUBBED FINISH, EXPOSED FACE. 10 BRICK SOLDIER COURSE 11 NOT USED. 12 SECURITY CAMERA - SEE ELECTRICAL FOR POWER SUPPLY - VERIFY LOCATION IN FIELD WITH GC 13 ALIGN GLAZING JOINTS & PANELS REVEALS, TYP. 14 OVERFLOW SCUPPER, MATCH DRIVE THRU CANOPY COLOR. 15 FORMED METAL COLUMN ENCLOSURE 16 THRU-WALL OVERFLOW LAMBS TONGUE - SEE PLUMBING 17 BOLLARDS 18 IRRIGATION BACKFLOW PREVENTER - SEE PLUMBING 19 SIGNAGE BY OTHERS 20 ELECTRICAL TRANSFORMER WITH BOLLARDS - SEE ELECTRICAL 21 DASHED LINES INDICATE IN-WALL PLYWOOD BLOCKING BY GENERAL CONTRACTOR - FOR SIGNAGE BY OTHERS. COORDINATE SIGN LOCATION WITH SIGNAGE VENDOR. SEE DETAILS ON SHEET A604 FOR MORE INFORMATION. 22 BIKE RACK - SEE SPECIFICATIONS 23 1/2" METAL PANEL REVEALS. 24 TRASH ENCLOSURE - SEE A001 FOR MORE INFORMATION 25 COORDINATE WITH ATM EQUIPMENT SUPPLIER FOR EXACT ROUGH OPENING DIMENSIONS. ENSURE ROUGH OPENINGS AND EQUIPMENT PLACEMENT COMPLIES WITH ADA REACH REQUIREMENTS. 26 TRASH CAN - SEE SPECIFICATIONS 27 BENCH - SEE SPECIFICATIONS 28 METER / CT CABINET - SEE ELECTRICAL EXTERIOR WALL MATERIAL TOTALS Mark Description Area Percent CMP-1A Metal - Panel (CMP-1A) - Award Blue 123 SF 1% CMP-1B Metal - Panel (CMP-1B) - Brite White 1108 SF 12% CMP-1D Metal - Panel (CMP-1D) - Midnight Bronze 1248 SF 14% CMP-2B Metal - Panel (CMP-2B) - Stone White 443 SF 5% FBR-1 Masonry - Brick (FBR-01) 2786 SF 30% FBR-1S Masonry - Brick (FBR-01) - Soldier Course 96 SF 1% MCC-1C Metal - Column Cover (MCC-1C) - Classic Bronze 284 SF 3% SMF-C Metal - Sheet Metal Flashing (SMF-C) - Classic Bronze 1183 SF 13% ST-1 Masonry - Limestone (ST-1) 1940 SF 21% A A NO. DATE DESCRIPTION A 05/22/2025 P&Z Response 1