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HomeMy WebLinkAbout2023-04-17 I10 KeeTown Loop R1_Site PlanAGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 17, 2023 AGENDA ITEM:Consideration of approval of a resolution approving a site plan for KeeTown Loop R1 (2856 Grand Prairie Parkway) FORMAT:Resolution SYNOPSIS INCLUDING PRO & CON: The Quarter at Waukee, LLC requests approval of a site plan for a multi-tenant commercial / retail building located north of Ashworth Road and west of Grand Prairie Parkway. The building is approximately 9,300-square feet in area and 20-feet in height. The applicant is proposing 76 parking spaces including the required number of bicycle parking, per Kettlestone Design Guidelines. The building will be constructed primarily of architectural Nichiha panels and glazing with areas of metal coping. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the March 28, 2023, Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for KeeTown Loop – R1 (2856 Grand Prairie Parkway) City Planner, Bill Mettee, introduced the request for approval of a site plan for a commercial/retail building as submitted by the applicant, The Quarter at Waukee, LLC. The subject property is generally located north of Ashworth Road and west of Grand Prairie Parkway, containing approximately 1.26 acres. Mr. Mettee advised that the project includes the construction of a multi-tenant building approximately 9,300 square feet in size and 20’10” at its highest point. The main entrance to the building is along the south side and a trash enclosure will be provided on the south edge of the site. Access is provided through the development for the site from public streets and internal access points. Parking is part of a shared agreement allowing the total number of parking spaces required to be satisfied through other locations of the development. The amount of parking provided is sufficient and consistent with the provided guidelines at this time. Pedestrian access will be provided to the site and utilities will be privately owned and maintained. Stormwater management will be accommodated within the existing pond located to the southwest of the site. All landscape, open space, lighting, and elevation requirements have been met at this time. Staff recommends approval of the site plan for KeeTown Loop R1 subject to remaining staff comments. I10 Commissioner Broderick questioned if there is an entity such as an owner’s association planned to manage and maintain the shared access agreements related to parking and other shared elements. Community Development Director, Andy Kass, advised that there is an Owner’s Association for the KeeTown development, and they will be responsible for parking and common areas. Motion by Commissioner Broderick and seconded by Commissioner Beenken to approve the Site Plan for KeeTown Loop R1 (2856 Grand Prairie Parkway) subject to any remaining staff comments. Ayes: Beenken, Tessau, Lohse, Broderick and Streit. Nays: None. Motion Carried. STAFF REVIEW AND COMMENT:Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION:Approve the resolution subject to remaining staff comments. ATTACHMENTS:I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY:Bill Mettee, Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2023- APPROVING THE SITE PLAN FOR KEETOWN LOOP R1 (2856 GRAND PRAIRIE PARKWAY) 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 KeeTown Loop R1, subject to remaining staff comments on March 28, 2023; AND, WHEREAS, the Site Plan for KeeTown Loop R1 is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for KeeTown Loop R1 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 17th day of April, 2023 that the Site Plan for KeeTown Loop R1 is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: KeeTown Loop R1 – Site Plan PREPARED BY: Bill Mettee, Planner REPORT DATE: March 24, 2023 MEETING DATE: March 28, 2023 GENERAL INFORMATION Owner/Applicant: The Quarter at Waukee, LLC Owner’s Representative: Matt Carlile, PLA, Confluence Request:The applicant is requesting approval of a site plan for a commercial / retail building. Location and Size:Property is generally located north of Ashworth Road and west of Grand Prairie Parkway, containing approximately 1.26-acres. AREA MAP ABOVE:Aerial of property identifying the proposed site plan (outlined in BLUE). March 24, 2023 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant - Undeveloped Community Commercial K-RR / PD-1 (Kettlestone Retail Regional District with a Planned Development Overlay) North Vacant - Undeveloped Community Commercial K-RR / PD-1 (Kettlestone Retail Regional District with a Planned Development Overlay) South Vacant - Undeveloped Community Commercial K-RR / PD-1 (Kettlestone Retail Regional District with a Planned Development Overlay) East Hy-Vee Fast & Fresh / MainStay Suites Hotel Community Commercial K-RC (Kettlestone Retail Community District) West Vacant - Undeveloped Community Commercial K-RR / PD-1 (Kettlestone Retail Regional District with a Planned Development Overlay) HISTORY The subject property was rezoned in 2021 as the first step in the development process for the planned KeeTown Loop development that will feature an entertainment venue, commercial / retail space, and hotels. A preliminary plat and final plat for the overall development has been approved and a site plan for the entertainment venue and parking has been approved. The applicant now requests approval of a site plan for a multi-tenant commercial / retail building. PROJECT DESCRIPTION The project involves the construction of a multi-tenant retail / commercial building. The building is 9,300 square feet in area. The building is single-story and 20’-10” in height at the tallest point. The main entrance to the building is along the south side. A trash enclosure will be provided on the south edge of the site. ACCESS AND PARKING There are several accesses into the overall development from the public streets and internal access points into this site from the neighboring properties within the overall development. A total of 87 parking spaces are required for the proposed site. Between the R1 development and the future project to the south, along with the KeeTown Loop Planned Development parking regulations, cross parking and access agreements, the amount of parking provided is sufficient and consistent with the guidelines. The applicant is also providing the required four bicycle parking spaces per the Kettlestone Design Guidelines. March 24, 2023 3 of 3 SIDEWALKS/TRAILS A ten-foot-wide trail exists on the west side of Grand Prairie Parkway. A five-foot-wide sidewalk will be provided into the site from the public trail. Several internal sidewalks are proposed in order to provide pedestrian access throughout the development. UTILITIES All utilities will be provided to this site as part of the overall development improvements. All utilities will be privately owned and maintained. Stormwater management will be accommodated within the existing pond that is located to the southwest of the site. 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 26%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. LIGHTING PLAN A photometric plan for the site lighting has been submitted and reviewed by staff. The lighting plan complies with the adopted guidelines. ELEVATIONS The elevations of the building are proposed to be constructed mainly of architectural Nichiha panels and glazing with areas of metal coping. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Community Commercial. The overall goal of the Community Commercial classification is to provide goods and services to the community and often have two or more anchor tenants. STAFF RECOMMENDATION The proposed site plan is in general conformance with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and Site Plan Ordinance. Staff recommends approval of the site plan for KeeTown Loop R1 subject to remaining staff comments. Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 0 7 _ W a u k e e E n t . D i s t r i c t - D o w n i n g R 1 \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ S i t e P l a n S u b m i t t a l \ L 0 0 0 C O V E R / D r a w n b y : X X / C h e c k e d b y : X X KEETOWN LOOP - R1 THE QUARTER AT WAUKEE, LLC C/O HARRY COIN 2856 GRAND PRAIRIE PARKWAY WAUKEE, IOWA CONFLUENCE PROJECT # 20172-05 COVER SHEET L000 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION COPYRIGHT © 2020 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. VICINITY MAP below.Know what's Call before you dig. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE INC, AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. (c) COPYRIGHT 2016 BY CONFLUENCE INC. SE ASHWORTH ROAD PROJECT LOCATION SE ASHWORTH ROAD SE PARKVIEW CROSSING DRIVE GRAND PRAIRIE PARKWAY SE ESKER RIDGE DRIVE ZONING AND LAND USE ZONING: K-RR / PD-I AND BOOK 2021 PAGE 27621 EXISTING LAND USE: VACANT OPEN SPACE REQUIREMENTS: 20% APPLICANT/REPAIRER OF SUBMITTAL MATT CARLILE 525 17TH STREET DES MOINES, IA 50309 515-288-4875 E-MAIL: MCARLILE@THINKCONFLUENCE.COM CONTACT: MATT CARLILE LEGAL DESCRIPTION KEETOWN LOOP PLAT 3, LOT 1 SITE AREA: 55,737 SF (1.28 ACRES) BUILDING SUMMARY BUILDING FOOTPRINT: 9,300 SF BUILDING TYPE: VB BUILDING HEIGHT: 20'-10 1 2" BUILDING STORIES: 1 STORY OWNER/APPLICANT THE QUARTER AT WAUKEE, LLC C/O HARRY COIN 4011 AVENUE OF THE CITIES, SUITE 101 B MOLINE, IL 61265 309-781-0595 T FEO S * T A I O * W A L I C E N S E D LANDS C A P E A R C HI T E C T MATT CARLILE LANDSCAPE ARCHITECT NO. 422 I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. MATT CARLILE REGISTRATION #422 DATE MY REGISTRATION DATE IS: JUNE 30, 2024 SHEETS COVERED BY THIS SEAL: MATT CARLILE LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th Street Johnston, IA 50131 PH: (515) 727-0700 MATTHEW JAHNKE CIVIL ENGINEER COOPER CRAWFORD & ASSOC. 475 S 50th Street WEST DES MOINES, IA 50265 PH: (515) 224-1344 KEVEN CRAWFORD I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. MATTHEW JAHNKE REGISTRATION #P23173 DATE MY REGISTRATION DATE IS: DECEMBER 31, 2024 SHEETS COVERED BY THIS SEAL: I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. KEVEN CRAWFORD REGISTRATION #P13156 DATE MY REGISTRATION DATE IS: DECEMBER 31, 2024 SHEETS COVERED BY THIS SEAL: LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 N MATTHEW JAHNKE P23173 S G ER C I E OI AW L E N I E N E S S I D P E R O F L ON A N KEVEN CRAWFORD P13156 S G ER C I E OI AW L E N I E N E S SI D P E R O F L ON A LAND SURVEYOR COOPER CRAWFORD & ASSOC. 475 S 50th Street WEST DES MOINES, IA 50265 PH: (515) 224-1344 KEVEN CRAWFORD I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. KEVEN CRAWFORD REGISTRATION #P13156 DATE MY REGISTRATION DATE IS: DECEMBER 31, 2024 SHEETS COVERED BY THIS SEAL: N KEVEN CRAWFORD P13156 S G ER C I E OI AW L E N I E N E S SI D P E R O F L ON A SITE SUMMARY SITE AREA: 76,273 SF(1.75 ACRES) LIMITS OF CONSTRUCTION AREA: 55,737 SF (1.28 ACRES) IMPERVIOUS SURFACE AREA: 43,941 SF (1.01 ACRES) TOTAL BUILDING SURFACE AREA = 9,638 SF TOTAL PAVEMENT SURFACE AREA = 2,682 SF TOTAL PARKING SPACE SURFACE AREA = 13,985 SF TOTAL ROAD SURFACE AREA = 17,636 SF PERVIOUS SURFACE AREA: 11,796 SF (0.27 ACRES) SHEET INDEX SHEET NUMBER SHEET TITLE L000 COVER L001 GENERAL NOTES L100 SITE PREPARATION L200 LAYOUT PLAN L300 GRADING PLAN L400 PLANTING PLAN L500 SITE DETAILS L501 SITE DETAILS L502 PLANTING DETAILS L503 LIGHTING DETAILS L600 SIDEWALK RAMP DETAILS ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE INDIANOLA, IA 50125 PH: (515) 961-5386 JOSHUA RIDGELY A202 COLOR EXTERIOR ELEVATIONS E100 SITE ELECTRICAL PLAN E201 SITE PHOTOMETRIC PLAN L301 CIVIL PLAN PROPOSED USES BUILDING R1 BUILDING FOOTPRINT: 9,300 SF RESTAURANT USE: 4,500 SF RETAIL USE: 4,800 SF KEETOWN LOOP DEVELOPMENT O L NAEROF N S C E E WOI A I D L P T C EC T I H A R SS I JOSHUA F. RIDGELY ARC06475 I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. JOSHUA RIDGELY REGISTRATION #ARC06475 DATE MY REGISTRATION DATE IS: JUNE 30, 2023 SHEETS COVERED BY THIS SEAL: A202 L302 PONDING ELEVATIONS PLAN PARKING REQUIREMENTS - R1 SITE 15 STALLS / 1,000 SF OF RESTAURANT SPACE 4,500 SF @ 15 STALL / 1,000 SF = 67.5 STALLS 4 STALLS / 1,000 SF OF RETAIL 4,800 SF @ 4 STALLS / 1,000 = 19.2 STALLS TOTAL PARKING STALLS REQUIRED: 86.7 TOTAL PARKING STALLS PROVIDED: 76 (74+2 ADA SPACES) *A SHARED PARKING SYSTEM IS PROPOSED. THE FUTURE STARBUCKS WILL HAVE HIGH TRAFFIC IN MORNING AND LESS IN THE EVENING. THE R1 BUILDING WILL HAVE LESS TRAFFIC IN MORNING AND MORE IN THE EVENING.* ACCESSIBLE STALLS REQUIRED: 2 (1 VAN) ACCESSIBLE STALLS PROVIDED: 2 (1 IS VAN ACCESSIBLE) BICYCLE PARKING REQUIREMENTS: 3% OF TOTAL PARKING STALLS 76 x .03 = 2.28 BICYCLE SPACES REQUIRED TOTAL BICYCLE PARKING PROVIDED: 4 SPACES LANDSCAPE REQUIREMENTS STREET TREE PLANTING: 230 LF OF FRONTAGE 230 LF X 1 TREE / 40LF = 5.75 STREET TREES REQUIRED 7 STREET TREES PROVIDED *1 ADDITIONAL STREET TREE PROVIDED FOR STARBUCKS SITE* OFF STREET PARKING: PARKING LOT ISLANDS 9 OVERSTORY TREE/ISLAND REQUIRED 9 OVERSTORY TREE/ISLAND PROVIDED RIGHT OF WAY BUFFER 230 LF OF FRONTAGE 230 X 2 OVERSTORY TREES / 50 LF =9.2 OVERSTORY TREES REQUIRED 10 OVERSTORY TREES PROVIDED 230 LF X 8 SHRUBS / 50 LF = 36.8 SHRUBS REQUIRED 37 SHRUBS PROVIDED OPEN SPACE REQUIREMENTS: AREA REQUIREMENT: SITE AREA: 76,273 SF(1.75 ACRES) LIMITS OF CONSTRUCTION AREA: 55,737 SF (1.28 ACRES) 20% REQUIRED OPEN SPACE (11,147 SF) 26% PROVIDED OPEN SPACE (14,478 SF) 19% 2,682 SF IMPERVIOUS OPEN SPACE 81% 11,796 SF PERVIOUS OPEN SPACE PLANTING REQUIREMENTS (WITHIN CONTRACT LIMITS): 1.5 OVERSTORY TREE, .5 UNDERSTORY TREE AND TWO SHRUBS PER 1,000 SF OF REQUIRED OPEN SPACE. *EXTRA OPEN SPACE PLANTINGS ARE PROVIDED ON THIS SITE TO REDUCE THE PLANTINGS ON THE STARBUCKS SITE TO THE SOUTH. THE INTENT IS TO MAXIMIZE VISIBILITY TO THE MARQUEE SIGN.* SHRUBS PROVIDED: 31 TREES PROVIDED: 35 OVERSTORY = 19 = 54% UNDERSTORY = 12 = 34% EVERGREEN = 4 = 11% ≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN ≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORY OVERSTORY TREES: 11,147 SF X 1.5/1,000 SF = 16.7 OVERSTORY TREES REQUIRED 23 OVERSTORY TREES PROVIDED *6 ADDITIONAL OVERSTORY TREES PROVIDED FOR STARBUCKS SITE.* UNDERSTORY TREES: 11,147 SF X .5/1,000 SF= 5.57 UNDERSTORY TREES REQUIRED 12 UNDERSTORY TREES PROVIDED *6 ADDITIONAL UNDERSTORY TREES PROVIDED FOR STARBUCKS SITE.* SHRUBS:11,147 SF X 2/1,000 SF = 22.29 SHRUBS REQUIRED 31 SHRUBS PROVIDED *9 ADDITIONAL SHRUBS PROVIDED FOR STARBUCKS SITE.* L303 EROSION AND SEDIMENT CONTROL PLAN PARKING REQUIREMENTS - OVERALL DEVELOPMENT REQUIRED PARKING STALLS: 1562 STALLS 20 STALLS / 1,000 SF OF EVENT CENTER AND 1 STALL/3 FIXED SEATS 36,000 @ 20 STALL / 1,000 SF = 720 STALLS 842 SEATS @ 1 STALL /3 FIXED SEATS= 281 STALLS TOTAL REQUIRED FOR VENUE= 1001 STALLS 4 STALLS / 1,000 SF OF RETAIL 80,295 SF @ 4 STALLS / 1,000 = 321 STALLS 1 STALL / 1 GUEST ROOM OF HOTEL 126 ROOMS 1 STALL/1 ROOM = 126 STALLS 5 STALLS/ 1,000 SF OF EATING/DRINKING AREA 2,600 SF 5 STALL/1,000 SF= 13 STALLS 15 STALLS / 1,000 SF OF RESTAURANT SPACE 6,700 SF @ 15 STALL / 1,000 SF = 101 STALLS TOTAL PARKING STALLS PROVIDED: 1389 (1338 +51 ADA SPACES) ACCESSIBLE STALLS REQUIRED: 24 ACCESSIBLE STALLS PROVIDED: 51 (22 ARE VAN ACCESSIBLE) ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R A T W A U K E E , L L C WA U K E E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 ABBREVIATIONS ALW ALLOWANCE APPROX APPROXIMATE ARCH ARCHITECT AVE AVERAGE B&B BALLED AND BURLAPPED BC BACK OF CURB BLDG BUILDING BR BOTTOM OF RAMP BS BOTTOM OF STAIR BW BOTH WAYS CAL CALIPER CF CUBIC FEET CIP CAST IN PLACE CL CENTER LINE CLR CLEAR CO CLEANOUT CONT CONTINUOUS CY CUBIC YARD DEMO DEMOLISH DIA DIAMETER DIM DIMENSION DTL DETAIL DWG DRAWING E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ENG ENGINEER EQ EQUAL EST ESTIMATE EW EACH WAY EXIST EXISTING EXP EXPANSION FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOW LINE FOC FACE OF CURB FL FLOWLINE FT FEET FTG FOOTING FS FINISHED SURFACE GA GAUGE GEN GENERAL HORIZ HORIZONTAL HP HIGH POINT ID INSIDE DIAMETER IE INVERT ELEVATION IN INCHES INCL INCLUDED JT JOINT LF LINEAR FEET LP LOW POINT MAX MAXIMUM ME MEET EXISTING MFG MANUFACTURER MH MANHOLE MIN MINIMUM N NORTH NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PC POINT OF CURVE PE POLYETHYLENE PI POINT OF INTERSECTION PL PROPERTY LINE PT POINT PVC POLY VINYL CHLORIDE QTY QUANTITY R RADIUS REF REFERENCE REINF REINFORCE R-EJ REINFORCED EXPANSION JT REQD REQUIRED REV REVISION ROW RIGHT-OF-WAY S SOUTH SAN SANITARY SF SQUARE FEET SHT SHEET SIM SIMILAR SPECS SPECIFICATIONS ST STORM SEWER SY SQUARE YARD STA STATION STD STANDARD SYM SYMMETRICAL SQ SQUARE T&B TOP AND BOTTOM TBD TO BE DETERMINED TC TOP OF CURB TH THICK TOPO TOPOGRAPHY TR TOP OF RAMP TS TOP OF STAIR TYP TYPICAL UNO UNLESS NOTED OTHERWISE VAR VARIES VOL VOLUME W/WITH W/O WITHOUT WT WEIGHT WWM WELDED WIRE MESH YD YARD LINE SYMBOL LEGEND PROPERTY LINE EASEMENT SETBACK EXISTING INDEX CONTOUR EXISTING CONTOUR PROPOSED INDEX CONTOUR PROPOSED CONTOUR COMMUNICATIONS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC FIBER OPTIC SANITARY SEWER STORM SEWER UNDERDRAIN TELEPHONE WATER SILT FENCE FENCE ## ## ## ## COM OE UE F/O S ST UD T W SF O O O O O GENERAL NOTES A.COOPER CRAWFORD AND ASSOCIATES, 475 S 50TH ST #800, WEST DES MOINES, IA 50265 (515-224-1344) PREPARED THE SURVEY FOR THIS PROJECT. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE SURVEY AND FIELD CONDITIONS. B.THE CONTRACTOR SHALL NOTIFY THE 811 ONE CALL CENTER TO REQUEST THE LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION AREA 48 HOURS PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PRIVATE UTILITIES NOT COVERED BY 811 ONE CALL. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. C.CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING CONDITIONS, IMPROVEMENTS, VEGETATION AND UTILITIES TO REMAIN. ANY DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. D.THE CONTRACTOR SHALL CONSTRUCT ALL ITEMS WITHIN THIS CONTRACT IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, REGULATIONS AND ENGINEERING STANDARDS. CONTRACTOR TO COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY OR STREETS WITH THE APPROPRIATE JURISDICTIONS. E.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. F.THE CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY SIGNS AND BARRICADES DURING THE CONSTRUCTION IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. G.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED PERMITS BEFORE PERFORMING ANY WORK. H.ALL WORK INVOLVING CONNECTION OF PUBLIC IMPROVEMENTS, AND ALL WORK ASSOCIATED WITH PUBLIC IMPROVEMENTS SHALL COMPLY WITH THE 2020 EDITION OF THE WAUKEE STANDARD SPECIFICATIONS AND 2023 SUDAS INCLUDING ALL APPLICABLE PERMITS. I.ALL PROPOSED EASEMENTS WILL BE PRIVATE AND "BLANKET" EASEMENTS, SO THEY ARE NOT PLOTTABLE. J.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. IF PAVING IS NOT INSTALLED PRIOR TO BUILDING CONSTRUCTION COMMENCING AFTER FOOTINGS ARE INSTALLED, AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING TO EXTEND WITHIN 100 FEET OF ALL PORTIONS OF THE EXTERIOR WALLS SHALL BE PROVIDED TO COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 OF THE IFC. K.ANY PLAN CHANGES SHALL BE APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO EXECUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHANGES MADE THAT WERE NOT APPROVED BY THE CITY. L.ALL SIGNAGE SHALL BE APPROVED WITH A SEPARATE PERMIT FROM THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. DEMOLITION GENERAL NOTES A.PRIOR TO ANY EXCAVATION AT THE SITE, CONTRACTOR SHALL CONSULT WITH OWNER'S PERSONNEL AND UTILITY COMPANIES REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. REPORT ANY DAMAGE TO EXISTING UTILITIES PRIOR TO REPAIR. DAMAGE TO UTILITIES AND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER OF THE UTILITY. B.FIELD VERIFY EXISTING GRADES AND LOCATIONS OF EXISTING UTILITIES, CONDUIT, LINES, POLES, TREES, PAVING, BUILDING AND OTHER SITE STRUCTURES PRIOR TO DEMOLITION OR CONSTRUCTION AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL REPORT TO THE OWNER ANY DAMAGE TO OWNER'S PROPERTY PRIOR TO REPAIR. C.PROTECT ALL ITEMS WITHIN CONTRACT LIMITS NOT INDICATED TO BE REMOVED. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. D.CONTACT THE LANDSCAPE ARCHITECT PRIOR TO REMOVING ANY PLANT MATERIAL NOT INDICATED TO BE PROTECTED OR REMOVED. E.CONTRACTOR TO PROVIDE ADEQUATE BARRICADES AND TRAFFIC CONTROL. COMPLY WITH REQUIREMENTS OF LOCAL JURISDICTION. F.CONTRACTOR SHALL SAW CUT ALL ASPHALT OR CONCRETE TO BE REMOVED TO THE NEAREST CONTROL JOINT WHERE PRACTICAL. SITE LAYOUT NOTES A.ALL CURB AND GUTTER DIMENSIONS ARE TO BACK OF CURB. ALL SIDEWALK DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. B.VERIFY COORDINATES PRIOR TO CONSTRUCTION C.WHEN CONTROL POINTS ARE PROVIDED THE CONTRACTOR SHALL VERIFY CONTROL POINTS PRIOR TO CONSTRUCTION. D.ALL RAMPS AND CURB RAMPS SHALL COMPLY WITH FEDERAL AND LOCAL ACCESSIBILITY STANDARDS. E.CONTRACTOR TO SUPPLY AND INSTALL ALL NECESSARY SLEEVES UNDER PAVING AND WALKS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR. F.SITE PLAN SHOWS DIAGRAMMATIC LAYOUT OF CONTROL JOINTS. UNLESS NOTED OTHERWISE EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 35' O.C. AND ADJACENT TO FIXED VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS AND BUILDINGS. G.PROPOSED SIGNAGE TO MEET LOCAL SIGN CODES. CONTRACTOR SHALL SECURE SIGN PERMITS WHERE REQUIRED GRADING NOTES A.ALL SPOT ELEVATIONS ARE AT THE TOP OF FINISHED SURFACES. SPOT ELEVATIONS SHOWN IN PARKING ARE AT THE BOTTOM OF CURB. ADD 6" TO COMPUTE TOP OF CURB ELEVATION. B.CONTRACTOR TO VERIFY ALL SPOT ELEVATIONS FOR POSITIVE DRAINAGE BEFORE INSTALLATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS, UNLESS OTHERWISE NOTED. ALL NEWLY GRADED GROUND SURFACES SHALL BE FINISHED TO UNIFORM GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSE AREAS OF STANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THIS REQUIREMENT TO THE LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO FINAL GRADING OPERATIONS. C.WALK CROSS SLOPE MAY NOT EXCEED 2%. RUNNING SLOPE MAY NOT EXCEED 5%. RUNNING SLOPE FOR RAMPS MAY NOT EXCEED 1:12 WITH LANDINGS THAT DO NOT EXCEED 2% IN ANY DIRECTION. D.WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN THE NEW WORK AND EXISTING WORK. PONDING AT JOINTS WILL NOT BE ACCEPTED. E.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDE WATERPROOFING WHEN BACKFILLING AGAINST EXISTING BUILDINGS. F.FINAL BERM SHAPE TO APPROVED BY LANDSCAPE ARCHITECT. G.SEE SPECIFICATIONS FOR MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS AND PLANTING BEDS. H.DEBRIS SHALL BE REMOVED AND PAVEMENT WITHIN THE RIGHT-OF-WAY SWEPT AT THE END OF EACH WORKING DAY AND PRIOR TO A RAIN EVENT. I.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISHED GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES, AND LIGHT BASES. J.SILT FENCE AND INLET PROTECTION SHALL BE MAINTAINED UNTIL ESTABLISHMENT OF PERMANENT GROUND COVER. K.WORK TO BE COMPLETED WITH THE ORIGINAL KEETOWN LOOP PERMITS INCLUDING GENERAL PERMIT No.2 AND COSESCO PERMITS. L.AN AMENDED SWPPP WILL BE REQUIRED PRIOR TO WORK BEGINNING. UTILITY GENERAL NOTES A.DEWATERING (IF REQUIRED) IS CONSIDERED AN INCIDENTAL EXPENSE. NO ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING. B.COORDINATE INSPECTIONS FOR CONNECTIONS TO PUBLIC WATER, SANITARY, AND STORM SEWER WITH THE APPROPRIATE JURISDICTIONS. C.INSTALL TEMPORARY INLET PROTECTION AROUND ALL PERMANENT STORM SEWER INLETS IN COMPLIANCE WITH LOCAL SWPPP REQUIREMENTS. D.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISH GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES AND LIGHT BASES. E.FOR PATCHING USE PAVEMENT MIX PER CITY OF WAUKEE, IA STANDARD SPECIFICATIONS F.SAWCUTTING/GRINDING SLURRY SHALL BE CONTAINED AND DISPOSED PER SUDAS. PLANTING GENERAL NOTES A.PLANT QUANTITIES IN PLANT SCHEDULE ARE FOR CONVENIENCE ONLY AND ARE NOT GUARANTEED. QUANTITIES ON PLAN WILL PREVAIL IF DISCREPANCIES OCCUR. B.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND ACCEPTANCE OF THE PROJECT. C.SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. D.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST. KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1), MOST RECENT EDITION. E.STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PLANTING. F.PLANT FIVE TREES FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO PLANTING THE REMAINING TREES ON SITE. DEMONSTRATION SHOULD ILLUSTRATE A COMPREHENSIVE UNDERSTANDING OF INFORMATION INCLUDED IN PLANTING DETAILS AND SPECIFICATIONS. G.PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR APPROVAL OF PLANT LAYOUT AND SAMPLE TREE PLANTINGS. H.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. I.SOD ALL AREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS, UNLESS OTHERWISE NOTED. J.CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3". K.SEE SPECIFICATIONS FOR PLANT MAINTENANCE AND WARRANTY REQUIREMENTS. GENERAL NOTES L001 W W SEWER EASEMENT BK.2017 PG.3264 S S 8" WATER 8" WATER 8" WATER 10.00' PUE 10.00' PUE 10.00' PUE EXISTING EXISTING EXISTING SA N SA N W ST 18 " ST 18 " ST 12" S T 24 " ST 12" W W ST ST GR A N D P R A I R I E P A R K W A Y GR A N D P R A I R I E P A R K W A Y CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMITCONTRACT LIMIT CO N L O N C O N T R A C T L I M I T 2 PROTECT EXISTING STREETLIGHT PROTECT EXISTING STREETLIGHT 1 17 2 ' - 4 " 15 4 ' - 5 " 97'-0" 1 1 2 3 44 ' - 0 " 4 4 4 4 26 ' - 0 " 106'-11" 2 ROUGH GRADE AREA OUTSIDE LIMITS FOR FUTURE DEVELOPMENT ROUGH GRADE AREA OUTSIDE LIMITS FOR FUTURE DEVELOPMENT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T 2'-0" 4 4 4 37 0 ' - 1 0 " 4' - 9 " 6' - 0 " 3 6" 4 8' - 3 " 3 6" 2' - 1 " KEYNOTES PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER. PRESERVE & PROTECT EXISTING UTILITIES 1 2 3 4 PAVEMENT LEGEND (SITE): GRADING EXTENTS EXISTING SIDEWALK PCC PCC CURB AND GUTTER REMOVAL ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R A T W A U K E E , L L C WA U K E E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 L100 SITE PREPARATION SITE PREPARATION01 L100 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W S S VAN 10.00' PUE 10.00' PUE SA N W ST 18 " ST 18 " ST 12" S T 2 4 " ST 12" W W ST ST GR A N D P R A I R I E P A R K W A Y GR A N D P R A I R I E P A R K W A Y VAN TURN-AROUND STALL SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN GR GRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGR W WWW E E DOWNSPOUT DOWNSPOUT ELEC. 600 SPRINKL 500 FDC R1 BUILDING D 11 TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N L O N C O N T R A C T L I M I T 25 ' - 0 " 9' - 6 " R4'-6" 31 ' - 3 " 5 5 5 5 5 10 3 3 3 3 2 2 2 2 11 7 ' - 0 " 24 ' - 6 " 58 ' - 8 " 9' - 6 " 236'-0" 10 ' P A R K I N G S E T B A C K 12'-0" 10 NEW DRIVE TO MEET EXISTING DRIVE 10 15'-0" EX. PU E 15'-0" EX. PUE 27'-0" 10'-0" 27 ' - 0 " 38 ' - 0 " 16 ' - 0 " 9' - 6 " 27 ' - 0 " 9' - 6 " 36'-0"9'-0"9'-0"9'-0"36'-0" 22 ' - 5 " 12'-0"12'-0"19'-6" 12'-6" 12'-0" 19'-6" 9' - 0 " TY P . 19'-0" TYP. 9' - 0 " TY P . 19'-0" TYP. 16'-6" 2'-0" 9'-6"25'-0"9'-0"9'-6"9'-0"9'-6"51'-0" 15 ' - 0 " 19 ' - 0 " 5' - 0 " 9'-6"63'-0"9'-6" 9'-0" TYP.19 ' - 0 " TY P . 9'-0" 16 ' - 6 " 9' - 8 " 25 ' - 0 " 37 ' - 0 " 25 ' - 0 " 146'-2" 7' - 1 1 " 11'-6" 4' - 0 " 66 ' - 1 " 2'-0" 2'-0" R 9 ' - 6 " R9'- 6 " R4 ' - 6 " R 4 ' - 6 " R4'-6" R4'-6" R4'-6 " TYP. 10'-2" R4'- 6 " R 7 ' - 6 " R4'-6" R1630'-6" D01 D02 D03 D09 D10 D11 D08D07 D06 D04 D05 9'-6"9'-6" 3 3 2 2 2 2 5 5 5 5 1 8 9 10 10 17 ' - 8 " 10 15 15 15 10 10 11 14 44 ' - 0 " R9' - 6 " R 9 ' - 6 " 67 ' - 8 " 10'-0" 5'-11" 17 2 ' - 4 " 97'-0" 26 ' - 0 " 15 4 ' - 5 " 9'-6" R1630'-6" 5' - 0 " 3'-8" R4'-6" 02 L200 13 1 5 5 9'-6" 5 5 55'-0" 6'-6"6'-0"6'-6"59'-5" 5' - 9 " 8' - 6 " 4' - 8 " 4' - 0 " 4'-0" 6'-0" 13 131'-8"5'-1"6'-0" 1 113TROWEL GROOVES IN SLOPED SIDEWALK @ 2" O.C. 12'-6" 6'-0"5'-0" 4' - 9 " 4' - 0 " 5' - 0 " 4' - 0 " 24 ' - 0 " 13 ' - 0 " R4'-6 " 10 NEW WALK TO MEET EXISTING WALK 13 ' - 0 " 5 EXISTING TRAIL 106'-11" FUTURE IMPROVEMENTS 158' - 4 " 55'-0" SAN EA S E M E N T 4' - 6 " R4'-6" R 7 ' - 6 " R9'- 6 " 6' - 6 " 10 8'-5"4'-9" 50'-0" BUILDING S E T B A C K 4' - 0 " 5' - 0 " 8' - 2 " 6'-0" 20'-9" R2 ' - 6 " R 4 ' - 6 " R4' - 6 " 1 10 2' - 6 " 13 5' - 0 " 6'-0" 5 NEW WALK TO MEET EXISTING DRIVE 9'-11" 5'-2" 6' - 1 " 5 L01 L02 L03 L07 L06 L04 1'-11" R6" R4 ' - 6 " 3' - 0 " 1 5'-0"13 R4'-6" PAINTED ARROW 6'-0"18 ' - 1 1 " 6'-7"6'-0"12'-7"5 13 NEW SIDEWALK TO MEET EXISTING DRIVE 6' - 0 " 5 16 ' - 1 1 " 2 AC1 AC2 AC3AC4 L05 R4'-6" 1 KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING/TRAIL - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 PROTECTIVE BOLLARD, SEE DETAIL 01/L501 LANDSCAPE AREAS, SEE PLANTING SHEETS DRIVE THRU ORDER SIGN, SEE ARCH SHEETS TRIO BIKE RACK, SEE DETAIL 04/L500 ROLL CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE ARCH DETAILS TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PARALLEL ACCESS RAMP, SEE DETAIL 03/L501 INTEGRAL CURB, SEE DETAIL 05/L500 PERPENDICULAR ACCESS RAMP, SEE DETAIL 09/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 UPLIGHT, SEE DETAILS 01-04/L504 BOLLARD LIGHT, SEE DETAILS 05/L504 AND 06/L504 W CO N T R A C T L I M I T 5 1 12 12'-0" 8' - 1 " 3'-2" 7 3'-0"3'-2" 10 9' - 8 " 16 ' - 6 " 6'-11"3'-0" 3' - 0 " R4 ' - 6 " 5 2 AC1 2'-6" 13'-7" 3' - 6 " 3' - 6 " 10 ' - 1 1 " 2' - 7 " R2' R2' R2' ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R A T W A U K E E , L L C WA U K E E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 L200 LAYOUT PLAN LAYOUT PLAN01 L200 20'40'10'0' SCALE:1"=20' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. B.THE CITY OF WAUKEE IS NOT RESPONSIBLE FOR PAVEMENT REPLACEMENT COSTS SHOULD THE CITY NEED TO REMOVE PAVEMENT FOR SANITARY SEWER REPAIRS. ADJACENT ZONING: K-RR ADJACENT OWNER: AP GPP, LC LAYOUT PLAN02 L200 10'20'5'0' SCALE:1"=10'1"=10' ROAD COORDINATE POINT DATA #EASTING NORTHING D01 1543125.34 576310.23 D02 1543165.84 576310.23 D03 1543165.84 576372.23 D04 1543299.09 576372.23 D05 1543316.04 576479.36 D06 1543292.59 576310.23 D07 1543289.48 576267.23 D08 1543295.49 576267.23 D09 1543165.84 576267.23 D10 1543165.84 576190.04 D11 1543165.84 576148.59 LIGHTING COORDINATE POINT DATA #EASTING NORTHING L01 1543133.34 576375.37 L02 1543133.37 576275.05 L03 1543133.35 576171.53 L04 1543140.85 576119.16 L05 1543142.85 576119.16 L06 1543318.03 576401.31 L07 1543223.87 576341.28 BUILDING COORDINATE POINT DATA #EASTING NORTHING AC1 1543135.83 576409.29 AC2 1543284.99 576407.79 AC3 1543284.99 576476.95 AC4 1543136.83 576476.96 S S 1040 10 4 0 10 3 7 10 3 9 1 0 3 8 1 0 3 7 1 0 3 7 1 0 4 1 1 0 4 2 1037 10 4 2 104 1 104 0 1039 1038 1037 1036 10 3 5 103 5 1 0 3 6 1 0 3 7 1 0 3 8 10 3 9 10 4 0 1040 1041 1042 1039 VAN BK.2013 PG.10387 W SAN 10.00' PUE 10.00' PUE W ST ST SAN SA N STSTSTST W ST 18 " ST 18 " ST 12" S T 24 " ST 12" W W ST ST GR A N D P R A I R I E P A R K W A Y GR A N D P R A I R I E P A R K W A Y VAN TURN-AROUND STALL SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN GR GRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGR W WWW E E DOWNSPOUT DOWNSPOUT ELEC. 600 SPRINKL 500 FDC R1 BUILDING D TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N L O N C O N T R A C T L I M I T 1037 1038 1038 1039 1036 1040 1040 1039 1039 1039 1039 1040 1039 1038 1039 1040 1038 1038 1037 1037 1036 1037 1037 1036 1037 1035 1040 1039 1041 1038 1037 1038 1038 1042 1041 1040 1040 1039 1040 1042 1042 1041 1041 1040 1041 1041 1039 EX RIM: 1038.95 RIM: 1039.55 M.E.±1039.80 FFE: 1040.95 ANTICIPATED FUTURE FFE: 1038.65 1. 0 3 % 2. 0 9 % 0. 8 % 4.5% 3.5% 1.5% 1.5% 1. 5 % 1. 8 8 % 1040.93 2. 5 8 % 1.12% 0. 6 % 1. 2 8 % 0.73% 1040.93 2. 7 8 % TC:1040.81 BC:1040.31 TC:1040.81 BC:1040.31 TC:1040.81 BC:1040.31 0.7% 2. 4 5 % 28% 2.0% 0. 6 % 1. 0 7 % 1.0% 1. 2 5 % 1. 8 6 % 2. 8 3 % 2. 0 % 1. 1 8 % 1.12% 0.73% 2. 2 6 % 1. 6 % 0. 9 1 % 1040.93 4.5% 3.5% 1.06% 26% 2. 4 % 1. 0 % 1. 5 % TC:1036.58 RIM/BC:1036.08 1040.81 1040.93 1040.87 TC:1037.35 EXISTING RIM:1036.01 RAISE GRATE TO 1036.85 TC:1039.43 BC:1038.93 TC:1039.45 BC:1038.95 1039.23 10% TC/BC:1038.65 TC/BC:1040.54 TC/BC:1040.14 TC/BC:1040.50 TC/BC:1040.18 TR:1041.00 TR:1041.04 ME±1041.07 ME±1041.03 TR:1040.63 TR:1040.68 HP:1041.22 HP:1041.18 1040.79 1040.83 1. 2 % 1040.93 1040.931040.91 M.E.±1039.86 TR:1040.30 TR:1040.30 TC/BC:1040.64 TC/BC:1040.61 1040.92 1040.96 1040.86 1040.90 1040.871040.871040.87 8.17% 1.2% 0.5%1. 2 % 1040.81 10 % 4. 2 % 2.0%2.0% 1. 2 % 1. 2 %1040.84 1040.35 1040.39 1.8% 1. 2 % 1. 2 % 1.5% 5.0% 3. 5 % 2. 0 % 2.5% 2. 5 6 % 5.5% 2. 0 % 4. 6 % 2.0% 8.6% 2.0% 6.0% 2.0% EX RIM: 1036.93 EX RIM: 1036.54 RAISE GRATE TO 1037.00 1040.83 1040.73 1040.68 TC:1040.77 1. 0 7 % 1.0 8 % 2.1 %1040.66 LP/RIM:1040.43 1040.73 LP/RIM:1040.74 3.0% 1. 5 % 2.0% 2 . 0 % 4.3% 2.0%2.4% 2.7% 2.0% 2. 0 % 2.5% LP/RIM:1040.742. 0 % 2.1 % 1040.70 3.5% 5.0% 4.5% 2.0% 4.2% 6.0% 6.5% 7.0% 2. 0 % 2. 0 % 3. 7 % 2. 0 % 2.0% M.E.± 1035.71 TR: 1036.12 M.E.± 1035.62 1036.22 1036.27 TR: 1036.17 LP/RIM:1040.65 TC/BC:1038.69 TR:1039.19 TC:1039.23 BC:1038.81 TR:1039.15 1039.45 2.5% 0.90 % 1. 6 7 % 1. 8 % 4.0% 2. 4 % 0.33% TC 1040.57 BC 1040.07 TC:1038.26 BC:1037.76 1040.69 TC:1038.13 BC:1037.63 TC: 1036.86 BC: 1036.36 ±1036.10 ±1041.95 TC:1040.45 BC:1039.95 ±1037.05 ±1037.63 ±1040.75 1037.65 1037.88 TC: 1041.84 BC: 1041.34 TC: 1039.77 BC: 1039.27 TC: 1042.36 BC: 1041.86 TC: 1041.62 BC: 1041.12 1038.51 1038.86 1039.00 GB:1039.38 TC: 1041.17 BC: 1040.67 TC: 1041.57 BC: 1041.07 HP:1038.08 1038.25 1037.94 1038.21 1039.66 1039.81 1037.32 TC:1038.27 BC:1037.77 1037.77 TC:1037.64 BC:1037.14 1039.99 1040.05 1039.19 1039.46 TC:1040.16 BC:1039.66 1038.41 TC:1039.25 BC:1038.75 TC:1037.06 BC:1036.56 TC:1037.57 BC:1037.07 TC:1037.35 BC:1036.85 TC:1040.60 BC:1040.10 TC:1040.60 BC:1040.10 TC:1040.35 BC:1039.85 TC:1039.01 BC:1038.51 TC:1038.77 BC:1038.27 TC:1038.71 BC:1038.21 TC:1038.33 BC:1037.83 TC:1038.51 BC:1038.01 1038.75 1039.31 1038.45 TC: 1039.21 BC: 1038.71 TC: 1038.91 BC: 1038.41 TC:1038.42 BC:1037.92 TC:1038.36 BC:1037.86 TC: 1037.11 BC: 1036.61 TC:1037.01 BC:1036.51 TC:1039.21 BC:1038.71 TC:1039.07 BC:1038.57 TC:1038.78 BC:1038.28 1038.32 1038.52 TC:1039.01 BC:1038.51 TC:1038.87 BC:1038.37 1039.74 TC:1040.55 BC:1040.05 TC: 1038.25 BC: 1037.75 TC:1040.22 BC:1039.72 TC:1040.13 BC:1039.63 TC:1039.80 BC:1039.30 TC:1039.79 BC:1039.29 TC:1039.80 BC:1039.30 TC:1039.96 BC:1039.46 TC:1040.17 BC:1039.67 TC:1039.46 BC:1038.96TC:1039.06 BC:1038.56 1039.28 TC: 1041.69 BC: 1041.19 TC: 1041.55 BC: 1041.05 TC: 1041.21 BC: 1040.71TC: 1041.07 BC: 1040.57 TC:1039.72 BC:1039.22 TC:1039.56 BC:1039.06 TC:1039.53 BC:1039.13 TC:1038.95 BC:1038.45TC:1038.84 BC:1038.34 TC:1038.77 BC:1038.27 TC:1038.68 BC:1038.18 TC:1038.48 BC:1037.98 1040.34 TC:1041.09 BC:1040.59 TC: 1036.78 BC: 1036.28 TC:1036.70 BC:1036.20 TC:1041.06 BC:1040.56 TC:1038.46 BC:1037.96 1040.85 1040.78 ±1040.65 TC:1040.86 BC:1040.36 TC:1040.96 BC:1040.46 HP:1040.30 HP:1039.95 HP:1038.68 HP:1037.43 ±1037.50 1040.93 TC:1040.74 BC:1040.24 1040.95 1040.93 1040.91 TC: 1040.81 BC: 1040.31 1040.93 1040.93 TC:1040.82 BC:1040.32 LP/RIM:1040.79 1040.93 TC:1041.02 BC:1040.52 HP:1040.89 HP:1040.82 HP:1042.29 HP:1040.89 HP:1040.89 HP:1040.69 1040.95 BC:1038.74 1037.92 1037.76 1037.04 1037.46 1039.66 1039.57 1038.43 TC:1040.81 BC:1040.31 1040.09 1040.22 1040.35 1040.50 33% 33% 1036.81 1037.02 1037.14 1037.23 4.7% 1.1% 2.0% TF: 1042.16 FG: 1039.16 TF: 1041.36 FG: 1038.36 TF: 1039.78 FG: 1036.78 TF: 1036.82 FS: 1036.22 TF: 1036.82 FS: 1036.31 TF: 1042.10 FS: 1039.10 TF: 1044.13 FG: 1041.13 BR:1035.71 ROUGH GRADING FOR FUTURE DEVELOPMENT SHALL BE COMPLETED WITH R1 SITE IMPROVEMENTS FUTURE IMPROVEMENTS ABBREVIATIONS TC: TOP OF CURB BC: BOTTOM OF CURB TR: TOP OF RAMP BR: BOTTOM OF RAMP FFE: FINISHED FLOOR ELEVATION LP: LOW POINT HP: HIGH POINT M.E.: MEET EXISTING FS: FINISHED SURFACE FG: FINISHED GRADE TS: TOP OF STAIRS BS: BOTTOM OF STAIRS TF: TOP OF FOOTING ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R A T W A U K E E , L L C WA U K E E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 L300 GRADING PLAN GRADING PLAN01 L300 20'40'10'0' SCALE:1"=20' GENERAL NOTES 1.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. 2.ALL GRADING IS TO BE COMPLETED WITHIN SITE PROPERTY LINE. W S S VAN EX. 15.00' P.U.E. BK.2013 PG.10387 W SAN SAN. MH RIM =1036.27 SAN. MH RIM =1041.48 EXISTING 6" SAN SERVICE 255 LF. 8" SANITARY SEWER @ 1.00% EXISTING SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1037.00 +/- INV = 1029.70 EXISTING 120 LF 12" RCP @ 0.80% EXISTING SW 501 INTAKE # 32 W/ TYPE R CASTING GR. = 1036.54 INV =1032.45 SW 501 INTAKE # 8 W/ TYPE R CASTING GR. = 1034.80 INV SW =1030.81 INV N = 1030.91 EXISTING SW 501 INTAKE # 9 W/ TYPE Q CASTING GR. = 1036.93 INV S =1032.59 INV N = 1032.69 EXISTING SW 501 INTAKE # 10 W/ TYPE R CASTING GR. = 1039.55 INV S =1033.52 INV NW = 1034.00 INV E = 1033.90 EXISTING SW 512 INTAKE # 11 W/ SW-604 TYPE 3B RIM = 1038.95 INV W =1034.38 INV S = 1034.48 8" WATER 8" WATER 8" WATER R 1 5 0 . 0 0 ' R15 0 . 0 0 ' R150 . 0 0 ' R1 5 0 . 0 0 ' 65 LF 24" RCP @ 0.40% SW 401 MH # 8A RIM. = 1036.10 INV S =1031.17 INV N & E = 1031.27 10.00' PUE 10.00' PUE R150 . 0 0 ' W EXISTING 20 LF 12" RCP @ 0.80% EXISTING INV= 1034.64 PLUG 12" RCP 45' X 25' STORM SEWER EASEMENT ST ST SW 501 INTAKE # R1-1 W/ TYPE R CASTING GR. = 1036.08 INV =1031.76 60 LF 12" RCP @ 0.40% SAN 8'X6" TAPPING SLEEVE & VALVE 6" FIRE 2" DOMESTIC SA N EXISTING 8" SANITARY SEWER S T EXISTING 18" RCP @ 0.69% EXISTING EXISTING EXISTING SA N ADJUST TO GRADE STSTSTST 107LF 12" N-12 @ 1.00% INSTALL ROMAC CB STYLE SADDLE INV. =1029.08 NYLOPLAST INTAKE RIM=1040.43 INV W = 1035.69 INV E = 1035.79 NYLOPLAST MH RIM=1041.00 INV W = 1036.01 INV S = 1036.11 NYLOPLAST INTAKE RIM=1040.65 INV N = 1036.31 INV S = 1036.41 NYLOPLAST INTAKE RIM=1040.79 INV N = 1036.54 INV S = 1036.64 NYLOPLAST INTAKE RIM=1040.74 INV N = 1036.80 INV S = 1036.90 NYLOPLAST INTAKE RIM=1040.74 INV N = 1037.03 22LF 12" N-12 @ 1.00% 13LF 12" N-12 @ 1.00% 16LF 12" N-12 @ 1.00% 13LF 12" N-12 @ 1.00% SA N W ST 18 " ST 18 " ST 12" S T 24 " ST 12" W W 20LF 12" N-12 @ 1.00% 4" - 22.5° BEND INV=1031.32 4" - 45° BEND INV=1032.07 INV.=1033.32 4" GREASE INTERCEPTOR SERVICE @ 5.00%. SIZE TO BE VERIFIED BY MECHANICAL ENGINEER 6" SAN SERVICE @ 5.0% SANITARY WYE INV.=1029.57 INV = 1030.58 INSTALL RISER TO DESIRED ELEVATION CC TOP N-12=1037.79 BOT. N-12=1036.63 TOP SAN.=1031.03 BOT. SAN=1030.37 ST ST RAISE GRATE TO 1037.00 EXISTING SW 501 INTAKE # 8B W/ TYPE R CASTING GR. = 1036.01 INV =1031.42 SW-512 INTAKE R1-2 W/ SW-604 TYPE 4B GRATE RIM = 1040.85 INV N =1034.62 INV E = 1034.72 RAISE GRATE TO 1036.85 GR A N D P R A I R I E P A R K W A Y GR A N D P R A I R I E P A R K W A Y VAN TURN-AROUND STALL SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN GR GRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGR W WWW E E ELEC. 600 SPRINKL 500 R1 BUILDING D TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N L O N C O N T R A C T L I M I T SAN SAN SAN SAN SANSANSANSAN DOWNSPOUT LOCATIONS SA N SA N 5000 GAL. GREASE INTERCEPTOR GG GAS SERVICE (SIZE, PRESSURE TBD) FDC FUTURE IMPROVEMENTS ABBREVIATIONS TC: TOP OF CURB BC: BOTTOM OF CURB TR: TOP OF RAMP BR: BOTTOM OF RAMP FFE: FINISHED FLOOR ELEVATION LP: LOW POINT HP: HIGH POINT M.E.: MEET EXISTING FS: FINISHED SURFACE FG: FINISHED GRADE TS: TOP OF STAIRS BS: BOTTOM OF STAIRS TF: TOP OF FOOTING ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R A T W A U K E E , L L C WA U K E E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 L301 CIVIL PLAN CIVIL PLAN01 L301 20'40'10'0' SCALE:1"=20' GENERAL NOTES REVERENCE STORM WATER MANAGEMENT PLAN KEETOWN LOOP FOR SWMP OF THIS SITE. REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. ABBREVIATIONS TC: TOP OF CURB BC: BOTTOM OF CURB TR: TOP OF RAMP BR: BOTTOM OF RAMP FFE: FINISHED FLOOR ELEVATION LP: LOW POINT HP: HIGH POINT M.E.: MEET EXISTING F.S.: FINISHED SURFACE TS: TOP OF STAIRS BS: BOTTOM OF STAIRS TOF: TOP OF FOUNDATION RIM: RIM ELEVATION SYMBOL LEGEND OVERFLOW ROUTE W EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 S S VAN EX. 15.00' P.U.E. BK.2013 PG.10387 8" WATER 8" WATER 8" WATER 10.00' PUE 10.00' PUE 8'X6" TAPPING SLEEVE & VALVE 6" FIRE 2" DOMESTIC EXISTING EXISTING EXISTING SA N SA N W ST 18 " ST 18 " ST 12" S T 2 4 " ST 12" W W ST ST GR A N D P R A I R I E P A R K W A Y GR A N D P R A I R I E P A R K W A Y VAN TURN-AROUND STALL SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN GR GRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGR W WWW E E DOWNSPOUT DOWNSPOUT ELEC. 600 SPRINKL 500 FDC R1 BUILDING D CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N L O N C O N T R A C T L I M I T 1037 1038 1041 1038 1038 1038 1039 1036 1041 1040 1040 1040 1039 1039 1039 1039 1040 1039 1038 1039 1040 1038 1038 1037 1037 1036 1037 1037 1036 1037 1035 1040 1039 1041 1038 1037 1038 1038 1042 1041 1040 1040 1039 1040 1042 1042 1041 1041 1040 1041 1041 1039 1038 1034.71 HP: 1034.98 1034.33 100-YEAR PONDING ELEVATIONS ARE SHOWN FOR SITE AT FULL BUILD-OUT. RIM: 1039.55 NO PONDING RIM: 1034.80 PONDS .18 OVERFLOW ELEVATION:1037.87 PONDING ILLUSTRATION, TYP. OVERFLOW ELEVATION:1036.58 OVERFLOW ELEVATION:1037.35 RIM:1036.85 NO PONDING RIM: 1037.00 100-YEAR PONDING ELEVATION: 1037.09 PONDING ILLUSTRATION PONDING ILLUSTRATION OVERFLOW ELEVATION:1040.30 RIM: 1040.43 100-YEAR PONDING ELEVATION: 1040.46 PONDING ILLUSTRATION, TYP. RIM: 1040.65 100-YEAR PONDING ELEVATION: 1040.68 RIM: 1040.79 100-YEAR PONDING ELEVATION: 1040.82 RIM: 1040.74 100-YEAR PONDING ELEVATION: 1040.77 RIM: 1040.74 100-YEAR PONDING ELEVATION: 1040.77 OVERFLOW ELEVATION: 1040.74 OVERFLOW ELEVATION:1040.82 OVERFLOW ELEVATION:1040.89 OVERFLOW ELEVATION:1040.89 OVERFLOW ELEVATION:1040.71 RIM: 1038.95 100-YEAR PONDING ELEVATION: 1039.30 RIM:1036.08 100-YEAR PONDING ELEVATION: 1036.30 PONDING ILLUSTRATION, TYP. RIM:1036.93 100-YEAR PONDING ELEVATION: 1037.32 FUTURE IMPROVEMENTS ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R A T W A U K E E , L L C WA U K E E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 20'40'10'0' SCALE:1"=20' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. L302 PONDING ELEVATIONS PONDING ELEVATIONS01 L302 W S S VAN EX. 15.00' P.U.E. BK.2013 PG.10387 W SAN 10.00' PUE 10.00' PUE W ST ST SAN SA N S T SA N STSTSTST SA N W ST 18 " ST 18 " ST 12" S T 2 4 " ST 12" W W ST ST GR A N D P R A I R I E P A R K W A Y GR A N D P R A I R I E P A R K W A Y VAN TURN-AROUND STALL SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN GR GRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGR W WWW E E ELEC. 600 SPRINKL 500 R1 BUILDING D TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N L O N C O N T R A C T L I M I T SAN SAN SAN SAN SANSANSANSAN SA N SA N GG FUTURE IMPROVEMENTS ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R A T W A U K E E , L L C WA U K E E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 L303 EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL PLAN01 L303 20'40'10'0' SCALE:1"=20' EROSION AND POLLUTION CONTROL NOTES 1.REFERENCE STORM WATER MANAGEMENT PLAN KEETOWN LOOP FOR SWMP OF THIS SITE. 2.THE SUBCONTRACTOR RESPONSIBLE FOR EROSION AND POLLUTION CONTROL SHALL CARRY OUT THE MEASURES DETAILED ON THIS SITE PLAN. 3.CONTROLS MUST BE IN GOOD OPERATING CONDITION UNTIL THE CONSTRUCTION ACTIVITY IS COMPLETE AND FINAL STABILIZATION HAS BEEN REACHED. 4.THE SUBCONTRACTOR SHALL INSPECT THE SITE AT MINIMUM ONCE EVERY 7 DAYS. ALL DISTURBED AREAS OF THE SITE, AREAS OF MATERIAL STORAGE, LOCATIONS WHERE VEHICLES ENTER/EXIT THE SITE. ALL OF THE EROSION AND SEDIMENT CONTROLS THAT ARE IDENTIFIED AS PART OF THIS PLAN AND ACCESSIBLE DISCHARGE LOCATIONS MUST BE INSPECTED. 5.THE SUBCONTRACTOR IS TO TAKE NECESSARY ACTIONS TO CORRECT DEFICIENCIES FOUND DURING INSPECTIONS AS SOON AS PRACTICAL BUT IN NO CASE LATER THAN 7 DAYS AFTER THE INSPECTION IN WHICH THE DEFICIENCY WAS FOUND. 6.THE SUBCONTRACTOR SHALL KEEP LOG AND PREPARE WEEKLY REPORTS DETAILING THE INSPECTIONS AND MEASURES TAKEN TO CORRECT ANY AND ALL DEFICIENCIES FOUND IN THE EROSION AND POLLUTION CONTROL MEASURES. THE REPORTS SHALL CONFORM TO THE STANDARDS SET BY THE IOWA DEPARTMENT OF NATURAL RESOURCES. COPIES OF THESE REPORTS SHALL BE FORWARDED TO THE DEVELOPER AND TO COOPER CRAWFORD & ASSOCIATES, L.L.C. 7.AFTER INITIAL GRADING PRIOR TO UTILITY CONSTRUCTION - ALL DISTURBED AREAS OUTSIDE OF THE PROPOSED R.O.W.'S ARE TO HAVE TEMPORARY SEEDING AND MULCHING (TYPE 4 SEED MIXTURE PER SUDAS TABLE 9010.09). CONTRACTOR AND SUBS ARE TO TRY TO MINIMIZE DISTURBANCE TO THESE SEEDED AREAS THROUGH THE USE OF SPECIFIC ACCESS ROUTES WITHIN THE SITE. 8.DURING CONSTRUCTION, IF IT BECOMES EVIDENT THAT A DISTURBED AREA WILL NOT BE DISTURBED FOR 14 DAYS, IT SHALL BE STABILIZED IMMEDIATELY. 9.SODDING TO BE DONE IMMEDIATELY AFTER FINAL GRADING. 10.ANY FAILED AREAS OF SEEDING/MULCHING SHALL BE REAPPLIED. 11.ANY SOIL OR SPILL WASHED, TRACKED OR DROPPED ONTO ADJOINING RIGHT-OF-WAYS AND PROPERTY WILL BE CLEANED UP BY THE END OF THE WORKING DAY AND PRIOR TO A RAIN EVENT. 12.FILTER SOCKS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACH RAINSTORM, LOOK FOR UNDERCUTTING AND FAILURES IN FABRIC. REPLACE/REPAIR AS NECESSARY. 13.ADDITIONAL FILTER SOCKS (TO THAT SHOWN ON THIS PLAN) MAY BE REQUIRED IN AREAS WHERE EROSION IS EVIDENT. 14.FILTER SOCKS ARE TO BE CLEANED UP WHEN THEY HAVE LOST 50% OF THEIR CAPACITY. 15.ALL INTAKES SHALL HAVE FILTER SOCKS PRIOR TO PAVING AND INLET DROP PROTECTION AFTER PAVING. THESE INLET DROP PROTECTION TO REMAIN IN PLACE UNTIL THE SITE HAS A PERMANENT PERENNIAL GROUND COVER. INLET DROP PROTECTION TO BE INSTALLED IN THE EXISTING INTAKES IN SE PARKVIEW CROSSING DRIVE SOUTH OF THE CONSTRUCTION ENTRANCES. 16.ALL INTAKES SHALL BE COVERED DURING CONSTRUCTION TO PREVENT SEDIMENTATION DEPOSITS WITHIN THE STORM SEWER. 17.IN THE EVENT THAT SEEDING/MULCHING DOES NOT OCCUR PRIOR TO WINTER, ALL DISTURBED AREAS WILL BE MULCHED. 18.NO BORROW/SPOILS SITES ARE ANTICIPATED. 19.EROSION CONTROL CONTACT IS THE WAUKEE STORM WATER DEPARTMENT AT 515-978-7920. 20.EROSION CONTROLS TO BE IN ACCORDANCE WITH SUDAS SECTION 9040. SILT FENCE OR FILTER SOCKS, SEDIMENT BASIN, STABILIZED CONSTRUCTION ENTRANCE, EROSION CONTROL MULCH, INLET PROTECTION ARE EXAMPLES OF THE TYPE OF CONTROLS THAT WILL BE UTILIZED DURING CONSTRUCTION. OTHERS MAY BE INCORPORATED BY THE SWPPP INSPECTOR/CONTRACTOR AS SITE CONDITIONS WARRANT. 21.THE USE OF FILTER SOCK OR SILT FENCE ARE ACCEPTABLE, AND SHALL COMPLY WITH SUDAS STANDARD SPECIFICATIONS DIVISION 9 SECTION 9040. LEGEND AND QUANTITIES SILT FENCE OR FILTER SOCK = 1,575 LF SILT FENCE, TYP SILT FENCE ALONG CONTRACT LIMIT LINE CONCRETE WASHOUT PORTABLE TOILET ROCK CONSTRUCTION ENTRANCE/EXIT MATERIAL STAGING/STORAGE AREA 50'-0" GENERAL NOTES 1.SITE IS CURRENTLY ROUGH GRADED SO NO STOCKPILE IS ANTICIPATED. IF A STOCKPILE IS CREATED, DOWNSLOPE SILT FENCE WILL BE INSTALLED AND THE LOCATION WILL BE ADDED TO THE PLAN BY THE SWPPP INSPECTOR. 2.STORM WATER WILL DRAIN TO EXISTING STORM SEWER SYSTEM, TO A STORM WATER DETENTION FACILITY AND ULTIMATELY TO SUGAR CREEK. W EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 S S VAN SA N SA N W ST 12" ST 12" W W ST ST GR A N D P R A I R I E P A R K W A Y GR A N D P R A I R I E P A R K W A Y VAN TURN-AROUND STALL SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN GR GRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGR W WWW E E DOWNSPOUT DOWNSPOUT ELEC. 600 SPRINKL 500 FDC R1 BUILDING D TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T 1-BP 1-NS 3-AS 2-NS 1-GT 2-TA 1-QP 2-TD 2-GB 2-AS 02 L400 2-TD 1-CO 2-TA 1-CO 1-CO 1-TA 4-WW 1-QP 3-BP3-BP 2-GI 3-GI 4-MP 4-MS 2-MP 9-BE 3-BP 1-TD 5-RS 1 1 1-GT 1-GT 1-GI 1-MP 1-GI 1-MP CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T 3-NB 7-SJ 3-IG 3-NB 5-RS 6-RS 4-FG 14-CA 4-NB 3-PD 2-NB 12-BE 6-EP 10-EP 3-NB 13-PD 11-PD 7-SH 14-SH 6-SH 8-SH 7-SH 5-EP 6-EP 9-LB 14-RW 10-EP 4-RW 9-LB 4-RW 5-EP 5-RG 5-RG 7-PD 7-PD 3-PD 3-PD 3-PD 9-SJ 3-PD 8-PD 3-NB 32-CA 2-PD 3-FG 3-SJ 3-NB 3-IG 7-FG 4-IG 5-EP 10-RW 2-FG 13-BE 3-SH 3-SH 1-SJ 1-SJ FUTURE IMPROVEMENTS Ø1'-4 " WAT E R L I N E ±17'-5" ±5'-11" 4' - 1 " Ø1'-3" STOR M S E W E R PROPERTY LINE GRAND PRAIRIE PKWY 2' PUBLIC TRAIL 10'±6'-5" 12' PARKING BUFFER TREE, TYP. STREET TREE, TYP. 5' - 6 " ±2 ' - 1 " Ø4" G A S ±7'Ø4" EL E C T R I C ±4 ' Ø4" FIBER ±4 ' STREETLIGHT IN BACKGROUND KEYNOTES FUTURE OPEN SPACE PLANTINGS IN THE SOUTH LOT WILL NOT MEET THE MINIMUM REQUIREMENTS. THE NORTH LOT IS PROVIDING THE EXTRA OPEN SPACE PLANTINGS REQUIRED FOR THE SOUTH LOT. THE INTENT IS TO HEAVILY PLANT THE NORTHERN HALF TO LIMIT PLANTINGS FROM BLOCKING THE FUTURE MARQUEE AND MONUMENT SIGNS. 1 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R A T W A U K E E , L L C WA U K E E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 L400 PLANTING PLAN PLANTING PLAN01 L400 20'40'10'0' SCALE:1"=20' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. B.THE TEMPORARY SEEDING AREA MAY NOT NEED TO BE SEEDED IF CONSTRUCTION ON THE STARBUCKS BEGINS. SYMBOL LEGEND OVERSTORY STREET TREE PARKING LOT ISLAND OVERSTORY TREE OVERSTORY TREE ORNAMENTAL / UNDERSTORY TREE SHRUB PERENNIALS GRASSES HATCH LEGEND SOD (5,858 SF) TEMPORARY SEED; PERENNIAL RYEGRASS (20,620 SF) MULCH (5,500 SF) SECTION: STREET TREE PLANTING02 L400 10'20'5'0' SCALE:1"=10'1"=10' PLANT SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS OVERSTORY TREES AS 5 Acer saccharum SUGAR MAPLE 2.0" CAL.B&B AS SHOWN ON PLAN. BP 10 Betula platyphylla 'Fargo' DAKOTA PINNACLE DAKOTA PINNACLE BIRCH 2.0" CAL.B&B AS SHOWN ON PLAN. CO 3 Celtis occidentalis HACKBERRY 2.0" CAL B&B AS SHOWN ON PLAN. GB 2 Ginkgo biloba GINKGO 2.0" CAL B&B AS SHOWN ON PLAN. GI 7 Ginkgo biloba 'Fastigiata'FASTIGIATA GINKGO 2.0" CAL B&B AS SHOWN ON PLAN. GT 3 Gleditsia triacanthos var. inermis ' Sunburst'SUNBURST THORNLESS HONEY LOCUST 2.0" CAL.B&B AS SHOWN ON PLAN. NS 3 Nyssa sylvatica TUPELO 2.0" CAL B&B AS SHOWN ON PLAN. QP 2 Quercus palustris 'PWJR08'PACIFIC BRILLIANCE PIN OAK 2.0" CAL.B&B AS SHOWN ON PLAN. TA 5 Tilia americana 'Redmond'REDMOND AMERICAN LINDEN 2.0" CAL B&B AS SHOWN ON PLAN. TD 5 Taxodium distichum 'Mickelson'SHAWNEE BRAVE BALD CYPRESS 2.0" CAL.B&B AS SHOWN ON PLAN. UNDERSTORY TREES MP 7 Malus 'Prairifire'PRAIRIFIRE CRABAPPLE 8' HT.B&B MULTI-STEM MS 5 Malus 'Spring Snow'SPRING SNOW CRABAPPLE 8' HT.B&B MULTI-STEM EVERGREEN TREES WW 4 Picea glauca 'Pendula'WEEPING WHITE SPRUCE 6' HT.B&B AS SHOWN ON PLAN. DECIDUOUS SHRUBS FG 16 Fothergilla gardenii DWARF FOTHERGILLA #3 CONT AS SHOWN ON PLAN NB 21 Physocarpus opulifolius 'Ruby Spice'RUBY SPICE NINEBARK #3 CONT AS SHOWN ON PLAN SJ 21 Spiraea japonica 'Froebelii'JAPANESE SPIREA #3 CONT AS SHOWN ON PLAN EVERGREEN SHRUBS IG 10 Ilex glabra 'Shamrock'SHAMROCK INKBERRY #3 CONT AS SHOWN ON PLAN PERENNIALS & GRASSES CA 46 Calamagrostis x acutiflora KARL FOERSTER FEATHER REED GRASS #1 CONT 2'-0" TRIANGULAR SPACING EP 45 Echinacea purpurea 'Pas702917'POWWOW WILD BERRY CONEFLOWER #1 CONT 18" TRIANGULAR SPACING PD 63 Penstemon digitalis 'Husker Red'HUSKER RED BEARD TONGUE #1 CONT 12" TRIANGULAR SPACING RS 22 Perovskia atriplicifolia RUSSIAN SAGE #1 CONT 3'-6" TRIANGULAR SPACING BE 34 Phlox subulata 'Blue Emerald'BLUE CARPET CREEPING PHLOX #1 CONT 2'-0" TRIANGULAR SPACING RW 32 Phlox subulata 'Red Wings'RED WINGS CREEPING PHLOX #1 CONT 2'-0" TRIANGULAR SPACING LB 18 Schizachyrium scoparium 'Blue Paradise'BLUE PARADISE LITTLE BLUESTEM #1 CONT 2'-6" TRIANGULAR SPACING RG 10 Sedum hybrid ROCK N GROW 'BACK IN BLACK' STONECROP #1 CONT 2'-6" TRIANGULAR SPACING SH 48 Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT 2'-6" TRIANGULAR SPACING LANDSCAPE REQUIREMENTS STREET TREE PLANTING: 230 LF OF FRONTAGE 230 LF X 1 TREE / 40LF = 5.75 STREET TREES REQUIRED 7 STREET TREES PROVIDED *1 ADDITIONAL STREET TREE PROVIDED FOR STARBUCKS SITE* OFF STREET PARKING: PARKING LOT ISLANDS 9 OVERSTORY TREE/ISLAND REQUIRED 9 OVERSTORY TREE/ISLAND PROVIDED RIGHT OF WAY BUFFER 230 LF OF FRONTAGE 230 X 2 OVERSTORY TREES / 50 LF =9.2 OVERSTORY TREES REQUIRED 10 OVERSTORY TREES PROVIDED 230 LF X 8 SHRUBS / 50 LF = 36.8 SHRUBS REQUIRED 37 SHRUBS PROVIDED OPEN SPACE REQUIREMENTS: AREA REQUIREMENT: SITE AREA: 76,273 SF(1.75 ACRES) LIMITS OF CONSTRUCTION AREA: 55,737 SF (1.28 ACRES) 20% REQUIRED OPEN SPACE (11,147 SF) 26% PROVIDED OPEN SPACE (14,478 SF) 19% 2,682 SF IMPERVIOUS OPEN SPACE 81% 11,796 SF PERVIOUS OPEN SPACE PLANTING REQUIREMENTS (WITHIN CONTRACT LIMITS): 1.5 OVERSTORY TREE, .5 UNDERSTORY TREE AND TWO SHRUBS PER 1,000 SF OF REQUIRED OPEN SPACE. *EXTRA OPEN SPACE PLANTINGS ARE PROVIDED ON THIS SITE TO REDUCE THE PLANTINGS ON THE STARBUCKS SITE TO THE SOUTH. THE INTENT IS TO MAXIMIZE VISIBILITY TO THE MARQUEE SIGN.* SHRUBS PROVIDED: 31 TREES PROVIDED: 35 OVERSTORY = 19 = 54% UNDERSTORY = 12 = 34% EVERGREEN = 4 = 11% ≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN ≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORY OVERSTORY TREES: 11,147 SF X 1.5/1,000 SF = 16.7 OVERSTORY TREES REQUIRED 23 OVERSTORY TREES PROVIDED *6 ADDITIONAL OVERSTORY TREES PROVIDED FOR STARBUCKS SITE.* UNDERSTORY TREES: 11,147 SF X .5/1,000 SF= 5.57 UNDERSTORY TREES REQUIRED 12 UNDERSTORY TREES PROVIDED *6 ADDITIONAL UNDERSTORY TREES PROVIDED FOR STARBUCKS SITE.* SHRUBS:11,147 SF X 2/1,000 SF = 22.29 SHRUBS REQUIRED 31 SHRUBS PROVIDED *9 ADDITIONAL SHRUBS PROVIDED FOR STARBUCKS SITE.* 6" 4" CAST IN PLACE PCC PAVING COMPACTED AGGREGATE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS. 5" 4" NOTE: REFER TO LAYOUT PLAN FOR PAVING TYPE LOCATION. CAST-IN-PLACE PCC PAVING. COMPACTED AGGREGATE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS. 7" 4" NOTE: REFER TO LAYOUT PLAN FOR PAVING TYPE LOCATION. CAST-IN-PLACE PCC PAVING. COMPACTED AGGREGATE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS NOTE: REFER TO LAYOUT PLAN FOR PAVING TYPE LOCATION. 1/8" T T/ 4 " T = THICKNESS OF PAVEMENT LINE OF FRACTURE TOP OF CONCRETE PAVEMENT SAWCUT JOINT USING WALK BEHIND SAW TO ENSURE STRAIGHT CUTS COMPACTED SUBGRADE JOINT SEALANT AS SPECIFIED T NOTE: T= SLAB THICKNESS, SEE LAYOUT PLAN JOINT FILLER 1/2" 1/ 2 " COMPACTED AGGREGATE 1/ 2 T 1/ 4 " T = THICKNESS OF PAVEMENT NOTE: LOCATE REINFORCED EXPANSION JOINTS WHERE INDICATED ON PLAN. EXPANSION JOINT FILLER WITH 1 4" RECESS TOP OF CONCRETE PAVEMENT JOINT SEALANT AS SPECIFIED 1 2" Ø x 18" STEEL DOWEL AT 2'-0" O.C. W / EXPANSION SLEEVE SEALANT 1/2" 5/ 8 " NOTE: PLACE ISOLATION JOINTS BETWEEN CONCRETE AND BUILDING FOUNDATION AND ALL FIXED OBJECTS FACE OF STRUCTURE JOINT SEALANT AS SPECIFIED TOP OF CONCRETE PAVEMENT 1 2" EXPANSION FILLER SEALANT 8"1'-0" NEW PAVING EXISTING PAVING #4 DEFORMED TIE REBAR @ 2'-6" O.C. 1'-8" 'T ' NOTE: 1. 'T'=THICKNESS (THICKNESS VARIES, SEE LAYOUT PLAN FOR TYPE AND THICKNESS.) 2. SUBGRADE TREATMENT VARIES, SEE TYPICAL SECTION PER TYPE. TYPICAL SAWCUT DRILL AND EPOXY IN PLACE TYPE 1 PCC, SEE DETAIL 01/L500 NOTE: SEE GRADING PLAN FOR SLOPE DIRECTION AND ELEVATION AT THE BOTTOM OF CURB. 6" 6" 4" 5" ADJACENT PAVEMENT, REFERENCE LAYOUT SHEETS FOR TYPE EXPANSION JOINT, SEE DETAIL 12/L500 COMPACTED AGGREGATE SUBBASE, AS SPECIFIED1' - 2 " INTEGRAL CURB 3 4"=1' 10" 7" COMPACTED SUBGRADE, 95% PROCTER AS REQUIRED BY GEOTECHNICAL REPORT ADJACENT SURFACE VARIES, SEE LAYOUT PLAN. #4 x 2'-0" REBAR @ 30" O.C. 1/4" SAW CUT FILLED WITH JOINT SEALANT, SEE DETAIL 15/L500 ADJACENT PAVING VARIES, SEE LAYOUT PLAN EXPANSION JOINT, TYP. SEE DETAIL 12/L500 PCC CURB AND GUTTER REINFORCED EXPANSION JOINT, SEE DETAIL 13/L500 PCC PAVIING SEE DETAIL 03/L500 1' - 0 " R 1 ' - 0 " R 6 " 6"6" #4 REBAR @ 30" O.C. 2'-6"1'-0"1'-0" 6"R1"R2" 6" COMPACTED AGGREGATE SUBBASE, 95% PROCTER, AS REQUIRED BY GEOTECH REPORT, TO EXTEND MIN 6" PAST BACK OF CURB. 2'-6"6" 3" COMPACTED AGGREGATE 6"1'-0" 1'-2" 6"R1"R2" 6" SUBGRADE PREPARED FOR GEOTECHNICAL RECOMMENDATIONS PLANTING VARIES, SEE DETAILS #4 x 2'-0" REBAR @ 30" O.C. 1/4" SAW CUT FILLED WITH JOINT SEALANT. SEE DETAIL 15/L500. SEE LAYOUT PLAN FOR ADJACENT PAVING TYPE PCC CURB AND GUTTER COMPACTED AGGREGATE SUBBASE, 95% PROCTER, AS REQUIRED BY GEOTECH REPORT, TO EXTEND MIN 6" PAST BACK OF CURB. 2'-6"6" 4 1/2" 3" WHITE LETTERING BLUE BACKGROUND INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE CONCRETE BASE 12" 18 " FINISH GRADE WHITE LETTERING BLUE BACKGROUND 2"X2" STEEL POST, BLACK 12" 42 " 60 " M I N . NOTE: FORMS+SURFACES TRIO BIKE RACK; INSTALLED PER MANUFACTURERS SPECIFICATIONS NO. SKTRO-TD PCC PAVEMENT TYPE 1, REFER TO DETAIL 01/L501 FRONT SIDE ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R A T W A U K E E , L L C WA U K E E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 SITE DETAILS L500 SECTION: TYPE 1 PCC (WALK) - TYP.01 L500 1-1/2" = 1-0" SECTION: TYPE 2 PCC (PARKING) - TYP.02 L500 1-1/2" = 1-0" SECTION: TYPE 3 PCC (DRIVES) - TYP.03 L500 1-1/2" = 1-0" SECTION & PLAN: TRIO BIKE RACK04 L500SECTION: STANDARD PCC CURB AT PCC08 L500 NOT IN USE07 L500 SECTION: STANDARD PCC CURB AT SOD06 L500 SECTION: INTEGRAL CURB & GUTTER05 L500SECTION: ROLL CURB AT PCC09 L500 NOT IN USE10 L500 SECTION: SAW CUT JOINT - TYP.11 L500 SECTION: EXPANSION JOINT - TYP.12 L500 SECTION: REINFORCED EXPANSION JOINT13 L500 SECTION: ISOLATION JOINT - TYP.14 L500 SECTION: COLD JOINT - TYP.15 L500 SECTION: ADA PARKING SIGNAGE16 L500 4' - 0 " 6" 4' - 0 " 1'-0" 6" DIA. GALVANIZED STEEL POST, PAINTED YELLOW FILL W/ CONCRETE, CROWN CAP ISOLATION JOINT 14" DIA. CONCRETE FTG. #4 HOOPED BARS @ 8" O.C. (6) #4 VERTICAL BARS, SPACED EVENLY 6" PROPOSED GROUND CAP STORM PIPE AND EXTEND DOWNSPOUT INTO PIPE COVER PROPOSED DOWNSPOUT (SIZE:SEE ARCH PLANS) EXTERIOR WALL SLAB FLOOR PROPOSED FOUNDATION WALL DE P T H P E R P L A N S 6" N-12 HDPE STORM SEWER AT MIN. 8 ±1.00% (LOCATIONS PER ARCH PLAN) 4" MIN. RA M P 6' - 0 " M I N VARIES, REFER TO LAYOUT PLAN 12"12" BACK OF CURB FACE OF CURB DETECTABLE WARNING SURFACE MIN 2' DEPTH, MATCH WIDTH OF RAMP, ALIGN TO BACK OF CURB, TYP. LA N D I N G 4' - 0 " M I N . 8. 3 3 % M A X RAMP 6'-0" MIN. LANDING 4'-0" MIN. 1'-0"1'-8" DETECTABLE WARNING SURFACE MIN. 2' WIDTH, MATCH WIDTH OF RAMP ALIGN TO BACK OF CURB, TYP. EXPANSION JOINT, SEE DETAIL 08/L500 RETURN CURB RETURN CURB RAMP 3 8"=1' 04 L501 1'-0" 1 1 / 2 " 1' - 6 " 2" 60 " M I N . O R 7 2 " W H E N SI G N I S L O C . I N P E D . PA T H 1" M I N . 3' - 2 " 3" M I N . C L R . VA R I E S 3' - 6 " M I N . 9' - 6 " 10" TEMPORARY LOADING ZONE SIGN, PER MUTCD SIGN TYPE R7-2, WITH NO PARKING 2AM TO 6AM, (FIELD DRILL MOUNTING HOLES INTO POST) 2" SQUARE STEEL PIPE, PRIME AND PAINT BLACK (TO BE INSTALLED BY CONTRACTOR) WEEP HOLE EXPANSION JOINT, SEE DETAIL 06/L6.01 CONCRETE WALK CONCRETE ENCASEMENT TO BE INSTALLED BY CONTRACTOR 5 7 / 8 " 7' - 0 " T O B O T T O M O F S I G N 2.5" PERFORATED SQUARE TUBING TRIANGULAR SLIP BASE ASSEMBLY, 3-BOLT CONNECTION, EQUALLY SPACED ON A 6" DIAMETER BOLT CIRCLE CONNECTION PER MANUFACTURER RECOMMENDATION SINGLE HEAVY DUTY 3" SQUARE NON-PERFORATED BREAKAWAY ANCHOR INSERT SLIP BASE INTO ANCHOR SLEEVE PER MANUFACTURER RECOMMENDATION 1'-6" DIA. X 3'-0" DEPTH, CONCRETE FOOTING, 2,500 PSI @ 28 DAYS 3' - 0 " 3. 7 5 " M A X 1'-6" 3' - 0 " A N C H O R SL E E V E NOTES: 1.SHIM AS REQUIRED PER MANUFACTURER RECOMMENDATION TO TAKE UP TOLERANCE BETWEEN SLIP BASE STUB AND ANCHOR SLEEVE. 2.GALVANIZE PIPE AASHTO M111 3.PAINT PIPE WITH ONE SHOP COAT AND ONE FIELD COAT OF ZINC RICH BASED PAINT AND ONE FIELD COAT OF ALUMINUM PAINT. 4.CONFORM STEEL PIPE TO THE REQUIREMENTS OF ASTM A 53 TYPE E OR S, GRADE B. 5.SUBMIT SHOT DRAWINGS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO FABRICATION. SIGN TYPE PER PLAN, GRADE REFLECTIVE SIGN, ATTACHED TO PERFORATE SQ. TUBING WITH TWO (2) 5/16" DIA. HEX HEAD BOLT, PLATE WASHER, LOCK WASHER AND NUT. 7' - 0 " T O B O T T O M O F S I G N 2.5" PERFORATED SQUARE TUBING TRIANGULAR SLIP BASE ASSEMBLY, 3-BOLT CONNECTION, EQUALLY SPACED ON A 6" DIAMETER BOLT CIRCLE CONNECTION PER MANUFACTURER RECOMMENDATION SINGLE HEAVY DUTY 3" SQUARE NON-PERFORATED BREAKAWAY ANCHOR INSERT SLIP BASE INTO ANCHOR SLEEVE PER MANUFACTURER RECOMMENDATION 1'-6" DIA. X 3'-0" DEPTH, CONCRETE FOOTING, 2,500 PSI @ 28 DAYS 3' - 0 " 3. 7 5 " M A X 18'-0" 3- 0 " A N C H O R SL E E V E NOTES: 1.SHIM AS REQUIRED PER MANUFACTURER RECOMMENDATION TO TAKE UP TOLERANCE BETWEEN SLIP BASE STUB AND ANCHOR SLEEVE. 2.GALVANIZE PIPE AASHTO M111 3.PAINT PIPE WITH ONE SHOP COAT AND ONE FIELD COAT OF ZINC RICH BASED PAINT AND ONE FIELD COAT OF ALUMINUM PAINT. 4.CONFORM STEEL PIPE TO THE REQUIREMENTS OF ASTM A 53 TYPE E OR S, GRADE B. 5.SUBMIT SHOT DRAWINGS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO FABRICATION. SIGN TYPE PER PLAN, GRADE REFLECTIVE SIGN, ATTACHED TO PERFORATE SQ. TUBING WITH TWO (2) 5/16" DIA. HEX HEAD BOLT, PLATE WASHER, LOCK WASHER AND NUT. 8.33% MAX8.33% MAX 1.5% MAX 6'-6" RAMP 6'-0" LANDING 6'-6" RAMP 6" (TALL & WIDE) RETAINING WALL CAST INTEGRAL WITH RAMP. REFER TO LAYOUT PLAN FOR LOCATION. WALL IS ONLY NEEDED WHERE BUILDING FOUNDATION IS NOT ADJACENT TO RAMP. RAMP SLOPE 8.33% MAX. RAMP SLOPE 8.33% MAX LANDING SLOPE 1.5% 6" TALL & WIDE RETAINING WALL VA R I E S ; R E F E R TO L A Y O U T P L A N BACK OF CURB FACE OF CURB SIDEWALKSIDEWALK ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R A T W A U K E E , L L C WA U K E E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 SITE DETAILS L501SECTION: RETURN CURB ADA RAMP04 L501 PLAN: RETURN CURB ADA RAMP05 L501 SECTION: TRANSFORMER PAD07 L501 SECTION: TEMPORARY LOADING ZONE SIGN10 L501 SECTION: STOP SIGN08 L501 SECTION: PROTECTIVE BOLLARD01 L501 PLAN & SECTION: PARALLEL ACCESS RAMP02 L501 SECTION: DO NOT ENTER SIGN06 L501 DETAIL: GREASE INTERCEPTOR09 L501 SECTION: DOWNSPOUT CONNECTION11 L501 8" M I N I M U M 2" UNDISTURBED SOIL DISCED SUBGRADE TOPSOIL SOIL FROM CUTTING SOD PCC PAVING, REFER TO SITE LAYOUT SHEETS FOR PAVING TYPE AND LOCATIONS 6" SEE PLANTING PLAN SHEETS FOR PLANT QUANTITY,SPECIES, AND LAYOUT OF MATERIAL 3" DEPTH OF MULCH AS SPECIFIED COMPACTED AGGREGATE SUB BASE, AS SPECIFIED. SUB BASE TO EXTEND 6" PAST EDGE OF PCC MULCH TO BE KEPT A MINIMUM OF 1" BELOW THE TOP OF THE ADJACENT PCC PAVING 1" COMPACTED SUB GRADE, AS SPECIFIED PLANTING SOIL UNDISTURBED SUBGRADE TYPAR 3301 WEED BARRIER FABRIC, AS SPECIFIED 8" STAPLES TO ANCHOR WEED BARRIER, SPACED AT 3' O.C.; 12-IN. AT SEAMS, AS REQUIRED PREPARED SUB GRADE TOPSOIL, 12" MIN. DEPTH HARDWOOD MULCH (3" MIN.) 3" SEE PLANTING PLAN FOR SPECIES AND LOCATION 3" SHREDDED BARK MULCH, AS SPECIFIED. TOPSOIL PREPARED SUBGRADE, AS SPECIFIED. SPADE CUT EDGE WEED BARRIER FABRIC, TYP. 8" STAPLES TO ANCHOR WEED BARRIEER FABRIC @ 3'-0" O.C., 12" AT SEAMS, TYP. NOTE: X = DISTANCE SPECIFIED WITHIN PLANT SCHEDULE Y = DISTANCE 'X' MULTIPLIED BY .866 PREPARED SUBGRADE PLANTING SOIL MIX MULCH SHRUB OR PERENNIAL X X 3" 8" MI N I M U M MAINTAIN OR CREATE A TERMINAL BUD ON A CENTRAL LEADER REMOVE CROSSOVER BRANCHES REMOVE OR CUT BACK CO-DOMINANT AND POTENTIALLY CO-DOMINANT LEADERS THIN TIGHTLY SPACED BRANCHES WH E R E B R A N C E S A R E A D J A C E N T T O W A L K S AN D O R T R E E S A R E P L A C E D A S S T R E E T TR E E S , L I M B B R A N C E S T O A 6 ' - 7 ' H T . (M A I N T A I N P R O P E R A N S I C R O W N P R O P O R T I O N S ) ADJACENT TURF EVERGREEN TREE ARBOR TIE STAKING WIRE STEEL FENCE POST 3" DEPTH SHREDDED CEDAR BARK MULCH FINISH GRADE SCARIFY SIDES AND BOTTOM OF PLANTING PIT PLANTING SOIL MIX UNDISTURBED SOIL 3 TIMES ROOT BALL DIA. STAKING ORIENTATION NORTH NORTH 2 STAKES - 3" CAL. & LESS 3 STAKES - GREATER THAN 3" CAL. PLANT TREES ABOVE OR AT SAME GROUND LEVEL THEY WERE GROWN IN AT THE NURSERY REMOVE TOP 1/3 OF BURLAP, WIRE, ROPE, AND BASKET FROM ROOTBALL STAKING ORIENTATION STAKING WIRE TREE WRAP 2 STAKES - 3" CALIPER AND LESS 3 STAKES - GREATER THAN 3" CALIPER NORTH NORTH 3 TIMES ROOTBALL DIAMETER PRUNE DEAD OR DAMAGED BRANCHES ARBOR TIE OR EQUIVALENT STEEL FENCE POST TRUNK FLARE, SEE DETAIL 03/L501 FOR ROOTBALL PLANTING DEPTH 3" DEPTH SHREDDED HARDWOOD MULCH, DO NOT PLACE MULCH AGAINST TRUNK CUT AND REMOVE ALL CORDS, WIRE, & BURLAP COVERING FROM ROOT BALL PRIOR TO INSTALLATION SCARIFY SIDES AND BOTTOM OF PLANTING PIT PLANTING SOIL BACKFILL COMPACTED SOIL BESIDE & UNDER ROOT BALL UNDISTURBED SOIL ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R A T W A U K E E , L L C WA U K E E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 PLANTING DETAILS L502 SECTION: SOD01 L502 SECTION: PLANTING BED02 L502 SECTION: SPADE CUT EDGING03 L502 SECTION: OVERSTORY TREE PLANTING04 L502 SECTION: TREE PRUNING05 L502 SECTION: SHRUB OR PERENNIAL PLANTING06 L502 SECTION: CONIFEROUS TREE PLANTING07 L502 SECTION: PLANTING BED ALONG PAVING08 L502 1" CHAMFER, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. 6" 6" EXPANSION JOINT, SEE DETAIL 12/L500 TYPE 1 PCC, SEE DETAIL 01/L500 CONDUIT CENTER IN FOOTING #4 REBAR, TYP. 4" 5' - 0 " 6" CAST-IN-PLACE PCC FOOTING PEDESTRIAN LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: SLVT2-LK, LARGENT TYPES: 4W & 4W HEIGHT: 14' COLOR: GLOSS BLACK SEE ELECTRICAL PLANS FOR TYPE 1" CHAMFERED EDGE 1" CHAMFERED EDGE, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. 3' - 0 " CONDUIT CENTER IN FOOTING #4 REBAR, TYP. 6" CAST-IN-PLACE PCC FOOTING 2'-0" PLAN ℄ 2'-0" 2' - 0 " EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINT, SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES TYPE 2 PCC SEE DETAIL 02/L500 2'-0" 6" EXPANSION JOINT, SEE DETAIL 12/L500 TYPE 1 PCC, SEE DETAIL 01/L500 4" 6" 1" CHAMFER, TYP. 2' - 0 " M I N . ℄ ℄ PLAN 5' - 0 " 1" CHAMFERED EDGE, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. 3' - 0 " CONDUIT CENTER IN FOOTING #4 REBAR, TYP. CAST-IN-PLACE PCC FOOTING AREA LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: ALT120, ALTITUDE LED TYPES: I, II, IV & V HEIGHT: 25' COLOR: LIGHT GREY SEE ELECTRICAL PLANS FOR TYPE 2'-0" AREA LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: ALT120, ALTITUDE LED TYPES: I, II, IV & V HEIGHT: 25' COLOR: LIGHT GREY SEE ELECTRICAL PLANS FOR TYPE 1" CHAMFER, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. CONDUIT CENTER IN FOOTING #4 REBAR, TYP. PEDESTRIAN LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: SLVT2-LK, LARGENT TYPES: 4W & 4W HEIGHT: 14' COLOR: GLOSS BLACK SEE ELECTRICAL PLANS FOR TYPE 1" CHAMFERED EDGE 5' - 0 " 6" 2'-0" 6" COMPACTED BACKFILL COMPACTED BACKFILL COMPACTED BACKFILL CAST-IN-PLACE PCC FOOTING COMPACTED BACKFILL 5' - 0 " PLAN ℄ 2'-0" 2' - 0 " EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINT, SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES TYPE 2 PCC SEE DETAIL 02/L500 PLAN ℄ 2'-0" 2' - 0 " EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINT, SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES TYPE 2 PCC SEE DETAIL 02/L500 EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINTS TYP. SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES ADJACENT WALK 2'-0" 2' - 0 " ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R A T W A U K E E , L L C WA U K E E , I O W A COPYRIGHT © 2021 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 LIGHTING DETAILS L503 SECTION: AREA LIGHT IN PARKING LOT, TYP.01 L504 N.T.S. SECTION: AREA LIGHT IN LANDSCAPE, TYP.02 L504 N.T.S. SECTION: PEDESTRIAN LIGHT IN PAVEMENT, TYP.03 L504 N.T.S. SECTION: PEDESTRIAN LIGHT IN LANDSCAPE, TYP.04 L504 N.T.S. W 10 4 0 10 3 7 10 3 9 10 3 8 10 3 7 1 0 3 7 1 0 4 1 1 0 4 2 1037 10 4 2 104 1 104 0 1039 1038 1037 103 6 103 5 103 5 1 0 3 6 1 0 3 7 1 0 3 8 10 3 9 1040 1041 1042 1039 VAN OUTLOT 'Y' 1.75 AC. 76,273 S.F. 3 SA N W ST ST 12" 24 " ST 12" W W ST GR A N D P R A I R I E P A R K W A Y VAN TURN-AROUND STALL SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN GR GRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGR W WWW E E DOWNSPOUT DOWNSPOUT ELEC. 600 SPRINKL 500 FDC TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T 1037 1038 1038 1039 1036 1040 1040 1039 1039 1039 1039 1040 1039 1038 1039 1040 1038 1038 1037 1037 1036 1037 1037 1036 1037 1035 1040 1039 1038 1037 1038 1038 1040 1040 1039 1040 1042 1042 1041 1041 1040 1041 1041 1039 1040.93 1040.93 TC:1040.81 BC:1040.31 TC:1040.81 BC:1040.31 TC:1040.81 BC:1040.31 1040.93 1040.81 1040.93 1040.87 TC:1039.43 BC:1038.93 TC:1039.45 BC:1038.95 ME±1041.07 ME±1041.03 HP:1041.22 HP:1041.18 1040.79 1040.83 1. 2 % 1040.93 1040.93 1040.871040.871040.87 8.17% 1.2% 0.5%1. 2 % 1040.81 10 %4. 2 % 1. 2 % 1. 2 % 1.8% 1. 2 % 1. 2 % 3. 5 % 2. 0 % 2.5% 5.5% 2. 0 % 4. 6 % 2.0% 8.6% 2.0% 6.0% 2.0% 1040.83 TC:1040.77 2.1 %1040.66 1040.73 3.0% 1. 5 % 2.0% 2 . 0 % 4.3% 2.0%2.4% 2.7% 2.0% 2. 0 % 2.5% 2. 0 % 2.1 % 1040.70 3.5% 2. 0 % 2. 0 % 3. 7 % 2. 0 % 2.0% 1039.45 2. 4 % 0.33% TF/FS: 1037.94 TF/FS: 1038.01 TC: 1036.86 BC: 1036.36 TC: 1037.11 BC: 1036.61 TC:1040.81 BC:1040.31 1036.81 1037.02 1037.14 1037.23 4.7% 1.1% 2.0% W 10 4 0 10 3 7 10 3 9 10 3 8 10 3 7 1 0 3 7 1 0 4 1 1 0 4 2 1037 10 4 2 104 1 104 0 1039 1038 1037 103 6 103 5 103 5 1 0 3 6 1 0 3 7 1 0 3 8 10 3 9 1040 1041 1042 1039 VAN OUTLOT 'Y' 1.75 AC. 76,273 S.F. 3 SA N W ST ST 12" 24 " ST 12" W W ST GR A N D P R A I R I E P A R K W A Y VAN TURN-AROUND STALL SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN GR GRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGR W WWW E E DOWNSPOUT DOWNSPOUT ELEC. 600 SPRINKL 500 FDC TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T 1037 1038 1038 1039 1036 1040 1040 1039 1039 1039 1039 1040 1039 1038 1039 1040 1038 1038 1037 1037 1036 1037 1037 1036 1037 1035 1040 1039 1038 1037 1038 1038 1040 1040 1039 1040 1042 1042 1041 1041 1040 1041 1041 1039 W 10 4 0 10 3 7 10 3 9 10 3 8 10 3 7 1 0 3 7 1 0 4 1 1 0 4 2 1037 10 4 2 104 1 104 0 1039 1038 1037 103 6 103 5 103 5 1 0 3 6 1 0 3 7 1 0 3 8 10 3 9 1040 1041 1042 1039 VAN OUTLOT 'Y' 1.75 AC. 76,273 S.F. 3 SA N W ST ST 12" 24 " ST 12" W W ST GR A N D P R A I R I E P A R K W A Y VAN TURN-AROUND STALL SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN GR GRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGR W WWW E E DOWNSPOUT DOWNSPOUT ELEC. 600 SPRINKL 500 FDC TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T 1037 1038 1038 1039 1036 1040 1040 1039 1039 1039 1039 1040 1039 1038 1039 1040 1038 1038 1037 1037 1036 1037 1037 1036 1037 1035 1040 1039 1038 1037 1038 1038 1040 1040 1039 1040 1042 1042 1041 1041 1040 1041 1041 1039 1040.93 1040.93 TC:1040.81 BC:1040.31 TC:1040.81 BC:1040.31 TC:1040.81 BC:1040.31 1040.93 1040.81 1040.93 1040.87 TC:1039.43 BC:1038.93 TC:1039.45 BC:1038.95 ME±1041.07 ME±1041.03 HP:1041.22 HP:1041.18 1040.79 1040.83 1. 2 % 1040.93 1040.93 1040.871040.871040.87 8.17% 1.2% 0.5%1. 2 % 1040.81 10 %4. 2 % 1. 2 % 1. 2 % 1.8% 1. 2 % 1. 2 % 3. 5 % 2. 0 % 2.5% 5.5% 2. 0 % 4. 6 % 2.0% 8.6% 2.0% 6.0% 2.0% 1040.83 TC:1040.77 2.1 %1040.66 1040.73 3.0% 1. 5 % 2.0% 2 . 0 % 4.3% 2.0%2.4% 2.7% 2.0% 2. 0 % 2.5% 2. 0 % 2.1 % 1040.70 3.5% 2. 0 % 2. 0 % 3. 7 % 2. 0 % 2.0% 1039.45 2. 4 % 0.33% TF/FS: 1037.94 TF/FS: 1038.01 TC: 1036.86 BC: 1036.36 TC: 1037.11 BC: 1036.61 TC:1040.81 BC:1040.31 1036.81 1037.02 1037.14 1037.23 4.7% 1.1% 2.0% 02 L600 03 L600 04 L600 05 L600 06 L600 07 L600 08 L600 FUTURE IMPROVEMENTS TC/BC: 1040.31 BR: 1040.43 TR: 1040.93 TR: 1040.81 TR: 1040.93 TR: 1040.81 BR: 1040.39 1040.48 TC/BC: 1040.31 BR: 1040.43 TR: 1040.93 TR: 1040.81 TR: 1040.93 TR: 1040.81 BR: 1040.39 1040.48 0.0% 7.7%7.7% 1. 2 5 % 7.7% 7.7% 1. 2 5 % 1. 2 5 % 1. 2 5 % 9' - 7 " 6'-6"6'-0"6'-6" 6' - 7 " 4" - 22.5° BEND INV=1031.32 TC/BC:1040.14 TC/BC:1040.18 TR:1040.63 TR:1040.68 1040.73 1040.68 4" - 22.5° BEND INV=1031.32 4" - 22.5° BEND INV=1031.32 TC/BC:1040.14 TC/BC:1040.18 TR:1040.63 TR:1040.68 1040.73 1040.68 0. 8 % 1. 0 % 8.3% 1.37% 8.16% 1.37% 1. 0 % 0.97% 1040.77 6'-0" 3'-8" 9'-4" 5' - 0 " TC/BC:1040.54 TC/BC:1040.50 TR:1041.00 TR:1041.04 1041.06 1041.10 TC/BC:1040.54 TC/BC:1040.50 TR:1041.00 TR:1041.04 1041.06 1041.10 0. 8 % 8.3% 8.3% 0. 8 % 0. 8 % 1.15% 1.15% 5' - 0 " 5'-2" 6'-0" TC/BC:1040.64 TC/BC:1040.61 1040.92 1040.96 1040.86 1040.90 TC/BC:1040.64 TC/BC:1040.61 1040.92 1040.96 1040.86 1040.90 1. 0 % 4.7% 0. 7 5 % 5.8% 1. 0 % 1.5% 1. 5 % 1.5% 1.0% 4' - 0 " 6'-0" 4'-0" 8'-5" FDCCO N T R A C T L I M I T M.E.±1039.80 1040.91 M.E.±1039.86 TR:1040.30 TR:1040.30 1040.841040.35 1040.39 FDCCO N T R A C T L I M I T FDCCO N T R A C T L I M I T M.E.±1039.80 1040.91 M.E.±1039.86 TR:1040.30 TR:1040.30 1040.841040.35 1040.39 8.3% 1. 5 % 7.3% 1. 0 % 0% 1.8% 1.0% 8.17% 8.17% 1. 4 % 1. 4 % 6'-0"5'-1"6'-0"10'-0" 4' - 0 " 5' - 0 " 1039.23 TC/BC:1038.65TC/BC:1038.69 TR:1039.19 TC:1039.23 BC:1038.81 TR:1039.15 1039.23 TC/BC:1038.65TC/BC:1038.69 TR:1039.19 TC:1039.23 BC:1038.81 TR:1039.15 7. 7 % 7. 7 % 1. 0 % 1. 8 % 0.7% 0% 0.8% 6' - 6 " 3' - 0 " 4' - 0 " 5'-9" 5'-0" M.E.± 1035.71 TR: 1036.12M.E.± 1035.62 1036.22 1036.27 TR: 1036.17 BR:1035.71 M.E.± 1035.71 TR: 1036.12M.E.± 1035.62 1036.22 1036.27 TR: 1036.17 BR:1035.71 0. 8 % 1.66% 0. 8 % 1.66%7.7% 7.0% 6'-7"6'-0" 6' - 0 " 1. 5 % ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P R 1 SI T E P L A N S U B M I T T A L TH E Q U A R T E R 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D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES, LLC 475 S 50TH STREET, SUITE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ISSUE SCHEDULE ISSUE DATE DESCRIPTION 1 12/23/2022 SITE PLAN SUBMITTAL #1 2 01/12/2023 SITE PLAN SUBMITTAL #2 3 02/02/2023 SITE PLAN SUBMITTAL #3 4 03/17/2023 SITE PLAN SUBMITTAL #4 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 ARCHITECT DOWNING CONSTRUCTION 509 E SCENIC VALLEY AVE, INDIANOLA, IA 50125 PH: (515) 961-5386 L600 SIDEWALK RAMP DETAILS PLAN SIDEWALK RAMP DETAILS PLAN01 L600 20'40'10'0' SCALE:1"=20' SIDEWALK RAMP DETAIL02 L600 SCALE: 1"=5' SIDEWALK RAMP DETAIL03 L600 SCALE: 1"=5' SIDEWALK RAMP DETAIL04 L600 SCALE: 1"=5' SIDEWALK RAMP DETAIL05 L600 SCALE: 1"=5' SIDEWALK RAMP DETAIL06 L600 SCALE: 1"=5' SIDEWALK RAMP DETAIL07 L600 SCALE: 1"=5' SIDEWALK RAMP DETAIL08 L600 SCALE: 1"=5' MAIN LEVEL 0" TRUSS BEARING 12' -0" 3' - 0 " 5' - 1 0 1 / 2 " 1' - 0 " 1' - 0 " 10 ' - 0 " PARAPET 17' -10 1/2" T.O.PARAPET 20' -10 1/2" PNL-3 SF PNL-1 COP-3 SF PNL-1 SF L I N E O F S I G H T LINE OF SIGHT SIGNAGE UNDER SEPARATE COVER GC TO PROVIDE BLOCKING, TYP. SIGNAGE UNDER SEPARATE COVER GC TO PROVIDE BLOCKING, TYP. 12' - 0"21' - 0"3' - 8"14' - 10"25' - 0"3' - 8"28' - 4"16' - 3"20' - 9"3' - 8" 3' - 0 " 5' - 1 0 1 / 2 " 12 ' - 0 " BACK OF PARAPET PNL-1 PNL-2 PN L - 2 PNL-1 PN L - 2 PNL-2 PNL-3 PNL-1 SF PN L - 2 SIGNAGE UNDER SEPARATE COVER GC TO PROVIDE BLOCKING, TYP. PRE-FINISHED METAL CANOPY; DARK BRONZE, TYP. RTU (BEYOND)COP-1COP-1 MAIN LEVEL 0" TRUSS BEARING 12' -0" PARAPET 17' -10 1/2" T.O.PARAPET 20' -10 1/2" T.O.PARAPET 20' -10 1/2" DOOR PAINTED TO MATCH "COP-2", TYP. L I N E O F S I GH T LINE OF SIGHT 20' - 2"18' - 9"20' - 2"21' - 10"3' - 8"29' - 4"3' - 8"23' - 6"7' - 1" COP-2 PRE-FINISHED METAL SCUPPER & DOWNSPOUT TO MATCH "COP-2", TYP. COP-1 COP-1 PNL-2 PNL-3PNL-1 PNL-2 PN L - 2 PNL-1PN L - 2 PNL-1PNL-3PNL-1PNL-2 PNL-2 BEYOND RTU (BEYOND) MAIN LEVEL 0" TRUSS BEARING 12' -0" PARAPET 17' -10 1/2" T.O.PARAPET 20' -10 1/2" LINE OF SIGHTLINE O F S I G H T 3' - 0 " 5' - 1 0 1 / 2 " 1' - 0 " 1' - 0 " 10 ' - 0 " SF PN L - 2 PNL-1 PNL-3 PN L - 2 PNL-2 PNL-1 PN L - 2 PNL-3 PNL-2 15' - 6"3' - 8"18' - 10"3' - 8"17' - 10"7' - 8" COP-2 COP-1COP-1 BACK OF PARAPET (BEYOND) RTU (BEYOND) MAIN LEVEL 0" TRUSS BEARING 12' -0" PARAPET 17' -10 1/2" T.O.PARAPET 20' -10 1/2" PNL-1 LINE OF SIGHT L I N E O F S I G H T PNL-3 PNL-1 PN L - 2 PN L - 2 SF SF PNL-2 COP-1 SIGNAGE UNDER SEPARATE COVER GC TO PROVIDE BLOCKING, TYP. 3' - 8"22' - 4"16' - 2"23' - 4"3' - 8" 3' - 0 " 5' - 1 0 1 / 2 " 1' - 0 " 1' - 0 " 10 ' - 0 " PRE-FINISHED METAL CANOPY; DARK BRONZE, TYP. 6'-8" COP-3 PNL-3 METAL PANEL TO MATCH "COP-3" BOLLARD TO MATCH "COP-3" DOOR FRAME TO BE PAINTED TO MATCH "COP-3" BOLLARD TO MATCH "COP-3"COP-3 PNL-3 f: 515.961.0468 THIS PLAN IS THE PROPERTY OF DOWNING CONSTRUCTION INC. ANY USE WITHOUT WRITTEN PERMISSION IS STRICTLY PROHIBITED! PLAN NO. = DWG. LIST REVISIONS ORIGINAL CONSTRUCTION DOCUMENT DRAWN BY: www.downingconstruct.com www.downingplanroom.com 509 East Scenic Valley Ave. Indianola, Iowa 50125 p: 515.961.5386 BI D S E T - N O T F O R C O N S T R U C T I O N TRB DE L I V E R CO M M I T DE V E L O P DI S C O V E R / A N A L Y Z E A-202 RE T A I L B U I L D I N G R 1 KE E T O W N WA U K E E , I A 90-136 --/--/---- COLOR EXTERIOR ELEVATIONS 11/21/2022 SD --/--/---- --/--/---- --/--/---- --/--/---- --/--/---- SCALE:1/8" = 1'-0"1 COLOR - SOUTH ELEVATION - FRONT SCALE: 1/8" = 1'-0" 4 COLOR - NORTH ELEVATION SCALE: 1/8" = 1'-0" 2 COLOR - WEST ELEVATION SCALE: 1/8" = 1'-0" 3 COLOR - EAST ELEVATION MATERIAL LEGEND MARK MATERIAL DESCRIPTION COP-1 COPING: PRE-FINISHED METAL COPING; TO MATCH ADJACENT MATERIAL COP-2 COPING: PRE-FINISHED METAL COPING; DARK BRONZE COP-3 COPING: PRE-FINISHED METAL COPING; BLACK PNL-1 ARCH. PANEL; NICHIHA; ROUGHSAWN WOOD SERIES; COLOR: TOBACCO PNL-2 ARCH. PANEL; NICHIHA; INDUSTRIAL BLOCK CONCRETE SERIES PNL-3 ARCH. PANEL: NICHIHA; ILLUMINATION SERIES; COLOR: GRAY SF STOREFRONT; PRE-FINISHED ALUMINUM; DARK BRONZE W/ CLEAR INSULATED GLAZING SCALE: 1/4" = 1'-0" 5 TRASH ENCLOSURE - BACK ELEVATION SCALE: 1/4" = 1'-0" 6 TRASH ENCLOSURE - FRONT ELEVATION SCALE: 1/4" = 1'-0" 7 TRASH ENCLOSURE - SIDE ELEVATIONS MATERIAL PERCENTAGE WEST ELEVATION EAST ELEVATION (STREET FACING) SOUTH ELEVATION (FRONT) TOTAL SF: 3,000 %100 PNL-1 SF: 1,671 % 56 PNL-2 SF: 841 % 28 PNL-3 SF: 488 % 16 SF SF: 0 % 0 NORTH ELEVATION TOTAL SF: 3,004 %100 PNL-1 SF: 1,013 % 33 PNL-2 SF: 537 % 18 PNL-3 SF: 503 % 17 SF SF: 951 % 32 TOTAL SF: 1,441 %100 PNL-1 SF: 360 % 25 PNL-2 SF: 338 % 23 PNL-3 SF: 289 % 20 SF SF: 454 % 32 TOTAL SF: 1,359 %100 PNL-1 SF: 484 % 36 PNL-2 SF: 283 % 21 PNL-3 SF: 414 % 30 SF SF: 178 % 13 MAIN LEVEL 0" TRUSS BEARING 12' -0" 3' - 0 " 5' - 1 0 1 / 2 " 1' - 0 " 1' - 0 " 10 ' - 0 " PARAPET 17' -10 1/2" T.O.PARAPET 20' -10 1/2" PNL-3 SF PNL-1 COP-3 SF PNL-1 SF L I N E O F S I G H T LINE OF SIGHT SIGNAGE UNDER SEPARATE COVER GC TO PROVIDE BLOCKING, TYP. SIGNAGE UNDER SEPARATE COVER GC TO PROVIDE BLOCKING, TYP. 12' - 0"21' - 0"3' - 8"14' - 10"25' - 0"3' - 8"28' - 4"16' - 3"20' - 9"3' - 8" 3' - 0 " 5' - 1 0 1 / 2 " 12 ' - 0 " BACK OF PARAPET PNL-1 PNL-2 PN L - 2 PNL-1 PN L - 2 PNL-2 PNL-3 PNL-1 SF PN L - 2 SIGNAGE UNDER SEPARATE COVER GC TO PROVIDE BLOCKING, TYP. PRE-FINISHED METAL CANOPY; DARK BRONZE, TYP. RTU (BEYOND)COP-1COP-1 MAIN LEVEL 0" TRUSS BEARING 12' -0" PARAPET 17' -10 1/2" T.O.PARAPET 20' -10 1/2" T.O.PARAPET 20' -10 1/2" DOOR PAINTED TO MATCH "COP-2", TYP. L I N E O F S I GH T LINE OF SIGHT 20' - 2"18' - 9"20' - 2"21' - 10"3' - 8"29' - 4"3' - 8"23' - 6"7' - 1" COP-2 PRE-FINISHED METAL SCUPPER & DOWNSPOUT TO MATCH "COP-2", TYP. COP-1 COP-1 PNL-2 PNL-3PNL-1 PNL-2 PN L - 2 PNL-1PN L - 2 PNL-1PNL-3PNL-1PNL-2 PNL-2 BEYOND RTU (BEYOND) MAIN LEVEL 0" TRUSS BEARING 12' -0" PARAPET 17' -10 1/2" T.O.PARAPET 20' -10 1/2" LINE OF SIGHTLINE O F S I G H T 3' - 0 " 5' - 1 0 1 / 2 " 1' - 0 " 1' - 0 " 10 ' - 0 " SF PN L - 2 PNL-1 PNL-3 PN L - 2 PNL-2 PNL-1 PN L - 2 PNL-3 PNL-2 15' - 6"3' - 8"18' - 10"3' - 8"17' - 10"7' - 8" COP-2 COP-1COP-1 BACK OF PARAPET (BEYOND) RTU (BEYOND) MAIN LEVEL 0" TRUSS BEARING 12' -0" PARAPET 17' -10 1/2" T.O.PARAPET 20' -10 1/2" PNL-1 LINE OF SIGHT L I N E O F S I G H T PNL-3 PNL-1 PN L - 2 PN L - 2 SF SF PNL-2 COP-1 SIGNAGE UNDER SEPARATE COVER GC TO PROVIDE BLOCKING, TYP. 3' - 8"22' - 4"16' - 2"23' - 4"3' - 8" 3' - 0 " 5' - 1 0 1 / 2 " 1' - 0 " 1' - 0 " 10 ' - 0 " PRE-FINISHED METAL CANOPY; DARK BRONZE, TYP. 6'-8" COP-3 PNL-3 METAL PANEL TO MATCH "COP-3" BOLLARD TO MATCH "COP-3" DOOR FRAME TO BE PAINTED TO MATCH "COP-3" BOLLARD TO MATCH "COP-3"COP-3 PNL-3 f: 515.961.0468 THIS PLAN IS THE PROPERTY OF DOWNING CONSTRUCTION INC. ANY USE WITHOUT WRITTEN PERMISSION IS STRICTLY PROHIBITED! PLAN NO. = DWG. LIST REVISIONS ORIGINAL CONSTRUCTION DOCUMENT DRAWN BY: www.downingconstruct.com www.downingplanroom.com 509 East Scenic Valley Ave. Indianola, Iowa 50125 p: 515.961.5386 BI D S E T - N O T F O R C O N S T R U C T I O N TRB DE L I V E R CO M M I T DE V E L O P DI S C O V E R / A N A L Y Z E A-202 RE T A I L B U I L D I N G R 1 KE E T O W N WA U K E E , I A 90-136 --/--/---- COLOR EXTERIOR ELEVATIONS 11/21/2022 SD --/--/---- --/--/---- --/--/---- --/--/---- --/--/---- SCALE:1/8" = 1'-0"1 COLOR - SOUTH ELEVATION - FRONT SCALE: 1/8" = 1'-0" 4 COLOR - NORTH ELEVATION SCALE: 1/8" = 1'-0" 2 COLOR - WEST ELEVATION SCALE: 1/8" = 1'-0" 3 COLOR - EAST ELEVATION MATERIAL LEGEND MARK MATERIAL DESCRIPTION COP-1 COPING: PRE-FINISHED METAL COPING; TO MATCH ADJACENT MATERIAL COP-2 COPING: PRE-FINISHED METAL COPING; DARK BRONZE COP-3 COPING: PRE-FINISHED METAL COPING; BLACK PNL-1 ARCH. PANEL; NICHIHA; ROUGHSAWN WOOD SERIES; COLOR: TOBACCO PNL-2 ARCH. PANEL; NICHIHA; INDUSTRIAL BLOCK CONCRETE SERIES PNL-3 ARCH. PANEL: NICHIHA; ILLUMINATION SERIES; COLOR: GRAY SF STOREFRONT; PRE-FINISHED ALUMINUM; DARK BRONZE W/ CLEAR INSULATED GLAZING SCALE: 1/4" = 1'-0" 5 TRASH ENCLOSURE - BACK ELEVATION SCALE: 1/4" = 1'-0" 6 TRASH ENCLOSURE - FRONT ELEVATION SCALE: 1/4" = 1'-0" 7 TRASH ENCLOSURE - SIDE ELEVATIONS MATERIAL PERCENTAGE WEST ELEVATION EAST ELEVATION (STREET FACING) SOUTH ELEVATION (FRONT) TOTAL SF: 3,000 %100 PNL-1 SF: 1,671 % 56 PNL-2 SF: 841 % 28 PNL-3 SF: 488 % 16 SF SF: 0 % 0 NORTH ELEVATION TOTAL SF: 3,004 %100 PNL-1 SF: 1,013 % 33 PNL-2 SF: 537 % 18 PNL-3 SF: 503 % 17 SF SF: 951 % 32 TOTAL SF: 1,441 %100 PNL-1 SF: 360 % 25 PNL-2 SF: 338 % 23 PNL-3 SF: 289 % 20 SF SF: 454 % 32 TOTAL SF: 1,359 %100 PNL-1 SF: 484 % 36 PNL-2 SF: 283 % 21 PNL-3 SF: 414 % 30 SF SF: 178 % 13