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Home My WebLink About2023-08-07 J07 KeeTown Loop North Parking Lot_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: August 7, 2023 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for KeeTown Loop – North Parking Lot FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The Quarter at Waukee, LLC requests approval of a site plan to authorize the construction of a parking lot at the northwest corner of the overall KeeTown Loop development. The parking lot includes a total of 154 parking spaces. One direct access will be provided into the site from the public street. Several internal accesses will be provided into this site from the surrounding properties. A ten-foot-wide trail will be provided on the east side of SE Parkview Crossing Drive, adjacent to the parking lot. Several internal sidewalks are proposed in order to provide pedestrian access throughout the development. Several storm intakes will be provided throughout the parking lot in order to manage storm water. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. The lighting plan complies with the adopted guidelines. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the July 25, 2023, Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for KeeTown Loop – North Parking Lot City Planner, Bill Mettee, introduced the request for approval of a Site Plan for a parking lot, as submitted by The Quarter at Waukee, LLC. The property is generally located north of Ashworth Road and west of Grand Prairie Parkway, containing approximately 1.24-acres. The subject property was rezoned in 2021 as the first step in the development process for the planned KeeTown Loop development. A preliminary plat and final plat for the overall development has been approved and a site plan for the entertainment venue and parking lot has been approved. Site plans for a hotel and retail buildings have also been approved. The applicant now requests approval of a site plan for additional parking for the KeeTown Loop development. The project involves the construction of a parking lot at the northwest corner of the overall KeeTown Loop development and includes a total of 154 parking spaces. One direct access is proposed into the site at the west side of the site from the public street. 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 ten-foot-wide trail will be provided on the east side of SE Parkview Crossing Drive, adjacent to the subject site. Several internal sidewalks are proposed to provide pedestrian access throughout the development. Several storm intakes will be provided throughout the parking lot to manage stormwater. J7 A minimum of 20% of the overall KeeTown Loop development is required to be open space. The overall amount of open space provided is 33.7%. All landscaping and lighting requirements have been met. The comprehensive plan classifies the subject property as Community Commercial. The overall goal of this classification is to provide good and services to the community and often have two or more anchor tenants. The parking lot will support the overall KeeTown Loop commercial development. 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 North parking Lot subject to remaining staff comments and review of legal documents. Commissioner Streit asked for clarification on parking, who uses it, who maintains it. Mr. Kass responded that maintenance is assessed to all, and parking is shared. Commissioner Koelker asked if the project would meet the minimum requirements for parking. Mr. Mettee responded that the parking meets the development requirements; as each lot is developed, some will have more parking, some will have less, and it is all shared parking. Commissioner Koelker asked if the developer is “boxing themselves in” by adding parking first. Mr. Kass responded that the developer is aware of the parking needs for the development. It is an unusual request, but the developer is trying to be proactive as the site develops. Commissioner Broderick moved for approval of a Site Plan for KeeTown Loop – North Parking Lot subject to remaining staff comments and review of legal documents. The motion was seconded by Commissioner Bankole. Ayes: Koelker, Broderick, Streit, Lohse, Tessau and Bankole. 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 PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2023- APPROVING THE SITE PLAN FOR KEETOWN LOOP – NORTH PARKING LOT 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 – North Parking Lot, subject to remaining staff comments on July 25, 2023; AND, WHEREAS, the Site Plan for KeeTown Loop – North Parking Lot 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 – North Parking Lot 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 7th day of August, 2023 that the Site Plan for KeeTown Loop – North Parking Lot 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 – North Parking Lot – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: July 20, 2023 MEETING DATE: July 25, 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 parking lot. Location and Size: Property is generally located north of Ashworth Road and west of Grand Prairie Parkway, containing approximately 1.24-acres. AREA MAP ABOVE: Aerial of property identifying the proposed site plan (outlined in BLUE). July 20, 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 Kettleview Office Community Commercial K-OF / PD-1 (Kettlestone Office District with a Planned Development Overlay) South Aloft Hotel – currently under construction Community Commercial K-RR (Kettlestone Retail Regional District) & A-1 (Agricultural District) East Vacant – Undeveloped Community Commercial K-RR / PD-1 (Kettlestone Retail Regional District with a Planned Development Overlay) West KeeTown Loop Parking Lot Community Commercial K-RC (Kettlestone Retail Community District) 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. In addition, site plans for a hotel and a couple retail buildings have been approved. The applicant now requests approval of a site plan for additional parking for the KeeTown Loop development. PROJECT DESCRIPTION The project involves the construction of a parking lot at the northwest corner of the overall KeeTown Loop development. The parking lot includes a total of 154 parking spaces. ACCESS One direct access is proposed into this site at the west side of the site from the public street. 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. SIDEWALKS/TRAILS A ten-foot-wide trail will be provided on the east side of SE Parkview Crossing Drive, adjacent to the subject site. Several internal sidewalks are proposed in order to provide pedestrian access throughout the development. UTILITIES Several storm intakes will be provided throughout the parking lot in order to manage storm water. July 20, 2023 3 of 3 LANDSCAPING & OPEN SPACE A minimum of 20% of the overall KeeTown Loop development is required to be open space. The overall amount of open space provided is 33.7%. 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. 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. The parking lot will support the overall KeeTown Loop commercial development. 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 North Parking Lot 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 - 1 1 _ K e e t o w n - N o r t h P a r k i n g L o t \ 2 1 0 7 2 - 1 1 _ W O R K I N G \ A U T O C A D \ S H E E T S \ 1 4 8 S t a l l s C i t y 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 - NORTH PARKING LOT THE QUARTER AT WAUKEE, LLC C/O HARRY COIN ADDRESS TBD 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 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 LOT 2, KEETOWN LOOP PLAT 4 SITE AREA: 53,982 SF (1.24 ACRES) 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 SI 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 S I 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: 53,982 SF (1.24 ACRES) LIMITS OF CONSTRUCTION AREA: 146,499 SF (3.36 ACRES) IMPERVIOUS SURFACE AREA: 43,840 SF (1.01 ACRES) TOTAL BUILDING SURFACE AREA = 0 SF TOTAL PAVEMENT SURFACE AREA = 235 SF TOTAL PARKING SPACE SURFACE AREA = 24,954 SF TOTAL ROAD SURFACE AREA = 18,651 SF PERVIOUS SURFACE AREA: 10,142 SF (0.23 ACRES) SHEET INDEX SHEET NUMBER SHEET TITLE L000 COVER L001 GENERAL NOTES L100 - L101 SITE PREPARATION PLAN L200 LAYOUT PLAN L300 - L301 GRADING PLAN L400 - L401 PLANTING PLAN L500 SITE DETAILS L501 SITE DETAILS L502 PLANTING DETAILS L503 LIGHTING DETAILS L600 SIDEWALK RAMP DETAILS E100 SITE ELECTRICAL PLAN E202 SITE PHOTOMETRIC PLAN L302 CIVIL PLAN PROPOSED USES NO BUILDINGS ARE PROPOSED. THIS PARKING LOT WILL BE OWNED AND MAINTAINED BY THE OWNER OF THE DEVELOPMENT. KEETOWN LOOP DEVELOPMENT L303 PONDING ELEVATIONS PLAN PARKING REQUIREMENTS - NORTH PARKING LOT SITE TOTAL PARKING STALLS REQUIRED: 0 TOTAL PARKING STALLS PROVIDED: 154 STALLS LANDSCAPE REQUIREMENTS STREET TREE PLANTING: 355 LF OF FRONTAGE 355 LF X 1 TREE / 40LF = 8.875 STREET TREES REQUIRED 9 STREET TREES PROVIDED OFF STREET PARKING: PARKING LOT ISLANDS 11 OVERSTORY TREE/ISLAND REQUIRED 11 OVERSTORY TREE/ISLAND PROVIDED RIGHT OF WAY BUFFER 355 LF OF FRONTAGE 355 X 2 OVERSTORY TREES / 50 LF =14.2 OVERSTORY TREES REQUIRED 15 OVERSTORY TREES PROVIDED 355 LF X 8 SHRUBS / 50 LF = 56.8 SHRUBS REQUIRED 57 SHRUBS PROVIDED OPEN SPACE REQUIREMENTS: AREA REQUIREMENT: SITE AREA: 53,982 SF (1.24 ACRES) 20% REQUIRED OPEN SPACE (10,796.40 SF) 19.2% PROVIDED OPEN SPACE (10,377 SF) 2.3% 235 SF IMPERVIOUS OPEN SPACE 97.7% 10,142 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. SHRUBS PROVIDED: 33 TREES PROVIDED: 33 OVERSTORY = 11 = 52% UNDERSTORY = 5 = 24% EVERGREEN = 5 = 24% ≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN ≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORY OVERSTORY TREES: 10,796.40 SF X 1.5/1,000 SF = 16.19 OVERSTORY TREES REQUIRED 16 OVERSTORY TREES PROVIDED UNDERSTORY TREES: 10,796.40 SF X .5/1,000 SF= 5.4 UNDERSTORY TREES REQUIRED 5 UNDERSTORY TREES PROVIDED SHRUBS: 10,796.40 SF X 2/1,000 SF = 21.6 SHRUBS REQUIRED 22 SHRUBS PROVIDED L304 EROSION AND SEDIMENT CONTROL PLAN PROJECT LOCATION OVERALL SITE OPEN SPACE REQUIREMENTS: AREA REQUIREMENT: SITE DISTRICT AREA: 1,205,214 SF (27.67 ACRES) 20% REQUIRED OPEN SPACE (241,043 SF) 33.7% PROVIDED OPEN SPACE (406,255 SF) 10.7% 43,414 SF IMPERVIOUS OPEN SPACE 89.3% 362,841 SF PERVIOUS OPEN SPACE ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 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 CONTRACT LIMIT LINE 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 2023 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 CONTRACT LIMIT W S.E . P A R K V I E W C R O S S I N G D R . S ST ST S W W WWWWWWWWW ST ST 10.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. 10.00' PUE W W ESKER RIDGE D R I V E S.E . PA R K V I E W C R O S S I N G D R I V E PA R K V I E W C R O S S I N G D R I V E 3 2 2 2 4 4 4 4 49 ' - 0 " 44 ' - 0 " 64 ' - 0 " 3 3 11 1 1 1 1 18 ' - 0 " 4 6" 6" CONTRACT LIMIT CONTRACT LIMITCONTRACT 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 C O N T R A C T L I M I T CO N T R A C T L I M I T 1 1 6" 6" 2 2 2 L101 MATCHLINE L100 MATCHLINE L101 MATCHLINE L100 MATCHLINE 4 4 EXISTING BUILDING. NOT INCLUDED IN SUBMITTAL EXISTING PARKING. NOT INCLUDED IN SUBMITTAL EXISTING IMPROVEMENTS EXISTING PARKING. NOT INCLUDED IN SUBMITTAL 4 KEYNOTES PROTECT & PRESERVE EXISTING PCC CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB. PRESERVE & PROTECT EXISTING UTILITIES 1 2 3 4 LEGEND: PROPERTY LINE GRADING EXTENTS PCC CURB REMOVAL ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L100 SITE PREPARATION PLAN SITE PREPARATION PLAN01 L100 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W ST ST ST ST S 10.00' P.U.E. 10.00' P.U.E. W S. E . E S K E R R I D G E D R I V E PA R K V I E W C R O S S I N G D R I V E 1 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 C O N T R A C T L I M I T C O N T R A C T L I M I T 2 2 L101 MATCHLINE L100 MATCHLINE L101 MATCHLINE L100 MATCHLINE 1 4 4 4 4 4 KEYNOTES PROTECT & PRESERVE EXISTING PCC CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB. PRESERVE & PROTECT EXISTING UTILITIES 1 2 3 4 LEGEND: PROPERTY LINE GRADING EXTENTS PCC CURB REMOVAL ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L101 SITE PREPARATION PLAN SITE PREPARATION PLAN01 L101 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. 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 STANDARD PCC CURB AND GUTTER, SEE DETAIL 06/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A STANDARD DRIVEWAY, SEE DETAIL 09/L501 1 2 4 5 8 7 3 6 LEGEND: PROPERTY LINE CENTER LINE PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 09/L501 UPLIGHT, SEE DETAILS 01-02/L503 W S.E . P A R K V I E W C R O S S I N G D R . S ST ST S 10.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. 10.00' PUE 8'X6" TAPPING SLEEVE & VALVE 6" FIRE 2" DOMESTIC ESKER RIDGE D R I V E S.E . PA R K V I E W C R O S S I N G D R I V E VAN PA R K V I E W C R O S S I N G D R I V E H1 CO N T R A C T L I M I T FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL 66'- 0 " 15 2 ' - 6 " 18 4 ' - 0 " 75 ' - 1 " 99 ' - 9 " 35 ' - 1 0 " 10' - 0 " PU E CONTRACT LIMIT CONTRACT LIMITCONTRACT 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 C O N T R A C T L I M I T CO N T R A C T L I M I T 50' - 0 " BU I L D I N G S E T B A C K NEW WALK TO MEET EXISTING WALK NEW PAVEMENT TO MEET EXISTING PAVEMENT NEW DRIVE TO MEET EXISTING DRIVE NEW DRIVE TO MEET EXISTING DRIVE NEW DRIVE TO MEET EXISTING DRIVE NEW DRIVE TO MEET EXISTING DRIVE 44 ' - 0 " 10'-0" 6'-0" 63'-0"9'-6"8'-0"9'-6"54'-0"9'-6"8'-0"9'-6"108'-0"9'-6"9'-6" 9'-0" TYP.19 ' - 0 " TY P . 9'-0" TYP.19 ' - 0 " TY P . 9'-0" TYP.19 ' - 0 " TY P . 9'-0" TYP.17 ' - 0 " TY P . 18 ' - 6 " 24 ' - 0 " 38 ' - 0 " 24 ' - 0 " 38 ' - 0 " 24 ' - 6 " 43'-0" 101'-3" 19'-0" 18 ' - 0 " 7'-0" 3'-1" 7'-11" 9'-6" 9'-0" 9'-0" TYP.19 ' - 0 " TY P . 9'-6"9'-6" 12 ' - 0 " TY P . 12 ' - 0 " TY P . 83'-6"9'-6"90'-0"9'-6"18'-0"9'-6"117'-0"9'-6" 19'- 0 " 9'- 6 " 11 1 ' - 0 " 9'- 6 " 10 ' - 0 " 11 7 ' - 0 " 9'-0" TYP.18 ' - 0 " TY P . NEW TRAIL TO MEET EXISTING TRAIL 1 1 6 6 6 2 2 2 2 2 2 2 2 2 22 2 2 6 3 33 3 3 3 3 3 3 1 5 55 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 444 4 4 4 4 4 4 4 44 4 4 7 4 5 8 17 ' - 6 " 9'-11" 6' - 0 " 19 ' - 6 " 27'-6" 9'-6"18'-0" FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL FUTURE SIDEWALK FUTURE PARKING FUTURE PARKING FUTURE PARKING FUTURE SIDEWALK EXISTING BUILDING. NOT INCLUDED IN SUBMITTAL EXISTING PARKING. NOT INCLUDED IN SUBMITTAL EXISTING IMPROVEMENTS NO CURB ALONG EDGE OF DRIVE CONTRACT LIMIT CONTRACT LIMITCONTRACT 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 C O N T R A C T L I M I T CO N T R A C T L I M I T 18 ' - 0 " 49 ' - 0 " R4' TYP. R4' TYP. R4 ' - 6 " R4'- 6 " R 1 9 ' - 6 " R19'-6" R 4 ' - 6 " R3'-6 " R4'- 6 " R 4 ' - 6 " R4'- 6 " R 9 ' - 6 " R 1 4 ' - 6 " R9 ' - 6 " R4'- 6 " R4'-6 " R 4 ' - 6 " R4 ' - 6 " R 4 ' - 6 " R4'-6" R 4 ' - 6 " R4'-6 " R 4 ' - 6 " 81'-0"25 ' - 0 " 19'- 0 " TYP . 9'- 0 " TY P . 19'- 0 " TY P . 9'- 0 " TY P . 25'- 0 " 10 ' - 0 " 19'- 0 " TY P . 9'- 0 " TY P . 6'- 7 " 8'- 0 " 12 4 ' - 3 " 10'- 0 " 6'- 7 " 8'- 0 " 10'- 0 " 20 6 ' - 8 " 25 ' - 0 " 12 ' - 0 " 12 ' - 0 " 10 ' - 0 " 9'- 6 " 9'- 6 " 45 ' - 0 " 12'- 0 " TYP .12'- 0 " TYP . 9'- 6 " 9'- 1 1 " 64 ' - 0 " 13'- 1 1 " 13'- 1 1 " 8'-6 " 13'- 1 1 " 8'-8 " D01 D02 D03 D04 D05 D06 D07 D08 D09 D10 D11 D12 R4'- 6 " 10'- 0 " PA R K I N G SE T B A C K 50'- 0 " B U I L D I N G S E T B A C K R4'- 6 " R4 ' - 6 " R4' - 6 " R4 ' - 6 " R4 ' - 6 " 9'- 6 " 5'- 1 1 " R4'-6" R9'- 6 " R 4 ' - 6 " R4'- 6 " R4'-6" R4'- 6 " 5 5 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 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. ROAD COORDINATE POINT DATA #EASTING NORTHING D01 1542742.75 576715.30 D02 1542761.11 576706.85 D03 1542801.53 576688.23 D04 1542869.44 576835.87 D05 1542796.18 576676.61 D06 1542924.98 576676.61 D07 1542767.64 576614.61 D08 1542739.09 576552.61 D09 1542733.02 576539.42 D10 1542712.37 576486.03 D11 1543100.84 576552.61 D12 1543100.84 576614.61 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 ME: MEET EXISTING FS: FINISHED SURFACE FG: FINISHED GRADE TS: TOP OF STAIRS BS: BOTTOM OF STAIRS TF: TOP OF FOOTING W S ST ST S 1045 1041 10 4 1 104 2 104 3 10 4 0 104 4 104 3 104 4 104 3 1042 1041 1041 1042 1043 1044 1045 1042 1043 1 0 4 1 10 3 9 10 4 0 1045 1046 1047 10 4 7 W W WWWWWWWWW ST ST SAN. MH RIM =1042.22 45 LF 12" RCP @ 2.00% 55 LF 18" RCP @ 1.00% SW 501 INTAKE # 21 W/ TYPE R CASTING GR. = 1040.46 INV N =1034.74 INV W = 1034.85 SW 401 MH # 20 RIM = 1041.38 INV S & E =1034.19 INV N = 1034.09 10.00' P.U.E. P.U.E. 10.00' PUE W CLEANOUT INV. = 1034.37 SA N ST 44LF 12" RCP @ 1.60% SW-501 INTAKE # 2 GR=1040.37 INV(W)=1035.62 INV(E)=1035.72 18LF 12" RCP @ 1.00% SW-501 INTAKE # 1 GR=1040.22 INV(W)=1035.90 EXISTING SW 501 INTAKE # 10 A W/ TYPE R CASTING GR. = 1040.76 INV =1034.90SA N W SA N 264 LF 12" RCP @ 1.40% S T 27 LF 15" RCP @ 1.00% ST ST S T INV = 1042.00 20LF 3" PVC @ 0.60% INV = 1041.88 SW-512 INTAKE RIM=1041.07 INV=1035.12 S T POTENTIAL LOCATION OF FUTURE STORM SEWER EXISTING SW-501 INTAKE CHANGE CASTING TO TYPE Q RIM=1041.25 ADJUST RIM TO GRADE IF REQUIRED INV(S)=1034.82 INV(E)=1034.92 S.E . PA R K V I E W C R O S S I N G D R I V E VAN PA R K V I E W C R O S S I N G D R I V E H1 W E FDC CO N T R A C T L I M I T FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL 66'- 0 " 15 2 ' - 6 " 184 ' - 0 " 75 ' - 1 " 99 ' - 9 " 35 ' - 1 0 " CONTRACT LIMIT CONTRACT LIMITCONTRACT 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 50' - 0 " BU I L D I N G S E T B A C K 1042 1041 1041 1042 1041 1042 1042 1043 1042 1041 1043 1042 1041 1042 1041 1041 1040 1041 1041 1040 1042 1042 1042 1042 1042 1042 1042 1041 1041 1041 1041 1043 1043 1043 1043 1043 10431044 1044 1044 1044 1045 1045 1045 1045 1046 1046 1045 1042 1043 1043 1043 1043 1043 1043 1043 1043 1042 1045 1047 1047 1044 1042 1041 1043 1043 1042 1042 2. 0 % TC/ME± 1043.16 BC/ME± 1042.66 TC/ME± 1041.72 BC/ME± 1041.22 1043.34 1043.44 1042.34 1042.44 1044.34 1044.44 TC/BC:1045.33 TC/BC:1045.74 TC/BC:1045.83 1046.84 HP:1047.68 HP:1047.78 1047.53 1047.63 1.7 6 % 1047.16 1047.26 1.3 % 0.8 % BC:1042.99 1.8% 1046.94 TC/BC: 1041.26 TC/BC: 1041.34 TC/ME± 1043.12 BC/ME± 1042.62 TC/ME± 1042.13 BC/ME± 1041.63 ME±1042.38 ME±1041.85 M.E.±1045.74 M.E.±1044.58 M.E.±1044.96 M.E.±1045.39 TC/BC:1045.43 1045.33 1045.73 TC:1045.11 BC:1044.61 0.7 0 % TC:1044.78 BC:1044.28 BC:1042.83 1.0 3 % 1044.40 1044.84 2.9 % TC:1043.34 BC:1042.84 GB:1042.40 TC:1042.72 BC:1042.22 TC: 1042.44 BC: 1041.94 TC:1044.84 BC:1044.34 1043.42 TC:1043.73 BC:1043.23 BC:1043.56 TC:1044.10 BC:1043.60 1043.63 TC:1045.90 BC:1045.40 TC:1045.42 BC:1044.92 TC:1044.30 BC:1043.80 1044.74 1043.92 TC:1044.63 BC:1044.13 TC:1044.30 BC:1043.80 TC: 1041.47 BC: 1040.97 TC: 1040.72 BC/RIM: 1040.22 1041.18 1040.38 TC:1040.87 BC/RIM: 1040.37 0.70% 3.5 % 3% TC/BC:1042.21 TC:1043.45 BC:1042.95 0.8% 1043.25 1042.57 1.355%0.74%1040.64 1041.97 1.68% 1.19% 1. 9 5 % HP:1041.26 1042.02 1. 6 4 % 1043.95 1044.36 3.0 % 0.7 % TC:1044.18 BC:1043.68 2.3 % 2.0 % 0.9 5 % 3.0 % 1043.71 BC:1043.10 1043.83 TC:1043.70 BC:1043.20 TC:1043.36 BC:1042.86 1.02% 1042.76 1. 8 3 % TC:1044.60 BC:1044.10 1.26% TC:1043.33 BC:1042.83 TC:1043.23 BC:1042.73 TC:1042.65 BC:1042.15 TC:1042.68 BC:1042.18 TC:1042.94 BC:1042.44 1043.06 1043.71 1. 7 1 % 29 % TR:1046.23 TR:1046.33 1046.33 1046.43 TC:1045.06 BC:1044.56 TC:1045.50 BC:1045.00 TR:1045.40 TR:1045.50 ME±1041.60 ME±1041.50 1045.40 1045.50 TR: 1041.84 BC:1041.50 TR: 1041.76 TC/BC:1042.29 0.60%TR: 1042.54 BC:1042.13 TR: 1042.46 TC:1041.90 BC:1041.65 1041.82 TC:1042.48 BC:1041.98 1042.40 TC:1042.64 BC:1042.14 ME±1042.53 ME±1042.03 ME±1041.64 TC:1042.35 BC:1041.85 TC/ME±1042.22 BC/ME±1041.72 TC/ME±1042.24 BC/ME±1041.74 TC/ME±1042.42 BC/ME±1041.92 TC/ME±1042.21 BC/ME±1041.71 1042.89 TC:1043.33 BC:1042.83 TC:1043.42 BC:1042.92 TC:1043.03 BC:1042.53 TC:1042.43 BC:1041.93 TC:1042.33 BC:1041.83 TC:1043.32 BC:1042.82 TC: 1043.58 BC: 1043.08 TC: 1045.16 BC: 1044.66 1044.28 2.0 % 1.0 % 0.7 % 1.1 7 % TC: 1044.37 BC: 1043.87 1043.58 1.5 % TC: 1043.66 BC: 1043.16 TC: 1043.38 BC: 1042.88 0.9 2 % TC: 1043.99 BC: 1043.49 TC: 1043.47 BC: 1042.97 TC: 1043.24 BC: 1042.74 1043.19 1041.53 1.25% 1043.05 TC: 1043.61 BC: 1043.11 TC: 1043.65 BC: 1043.15 1040.83 1042.81 1.32% TC: 1043.21 BC: 1042.71 TC:1043.35 BC:1042.85 TC:1043.11 BC:1042.61 TC:1041.73 BC:1041.23 1.23% TC:1043.13 BC:1042.63 TC:1041.98 BC:1041.48 TC:1041.48 BC:1040.98 1041.95 TC: 1043.04 BC: 1042.54 TC: 1043.01 BC: 1042.51 1040.42 1.41% 1. 5 % TC:1043.03 BC:1042.53 1042.47 TC:1042.97 BC:1042.47 TC:1042.97 BC:1042.47 TC:1041.92 BC:1041.42 1041.55 1.55%1.55% TC:1042.15 BC:1041.65 1.0%TC:1041.42 BC:1040.92 TC:1042.12 BC:1041.62 TC:1041.84 BC:1041.34 TC:1041.57 BC:1041.07 1040.97 1041.72 TC:1041.06 BC:1040.56 TC: 1040.84 BC: 1040.34 TC:1042.23 HP/BC:1041.73 TC:1042.70 BC:1042.20 TC:1043.09 BC:1042.59 TC:1042.32 BC:1041.82 TC:1043.30 HP/BC:1042.80 TC:1043.13 BC:1042.63 TC:1042.74 BC:1042.24 TC:1042.35 BC:1041.85 1041.71 1042.77 2. 7 9 % 2. 7 6 % 1042.73 TC: 1043.83 BC: 1043.33 TC: 1043.73 BC: 1043.23 TC: 1044.88 BC: 1044.38 TC: 1043.44 BC: 1042.94 TC:1044.30 BC:1043.80 TC:1044.26 BC:1043.76 TC:1045.29 BC:1044.79 TC:1043.89 BC:1043.39 TC:1043.75 BC:1043.25 TC:1043.99 BC:1043.49 1.06% 1041.18 1042.41 1. 6 8 % TC:1043.27 BC:1043.67 ME±1041.00 ME±1040.50 ME±1040.26 ME±1040.73 ME±1040.82EX RIM:1040.76 ME±1041.15 TC: 1041.62 BC: 1041.12TC: 1041.10 BC: 1040.60 1040.78 TC:1041.07 BC:1040.57 TC:1040.95 BC:1040.45 1042.83 1043.13TC:1043.25 BC:1042.75 TC:1043.71 BC:1043.21 TC:1043.68 BC:1043.18 TC:1043.81 BC:1043.31 1. 0 % TC:1043.51 BC:1043.01 TC:1043.38 BC:1042.88 1047.38 1047.48 2.3 % 1. 4 2 % TC/BC:1042.79 TC/BC:1042.71 TR:1043.29 TR:1043.21 1043.35 1043.27 1042.73 1.19% 1041.77 TC:1042.19 BC:1041.82 4. 5 % 0.45% 1.0 3 % TC:1044.88 BC:1044.38 5% 1045.41 30 % 1046.08 3.1 % 4. 9 % 2. 2 % 2. 7 % HP:1041.83 2. 0 % 1042.62 HP:1042.83 2. 0 % 2. 8 % 3. 8 % HP:1043.11 2.0%3.0% 1042.79 2.0% 3.8% 2.0 % 2.0 % 2.0 % LP:1041.62 LP:1042.39 1.0 5 % LP:1044.03 2.4 % 2.4 % 2% 3.2 % 3.2 % 5.0 % TC:1045.41 BC:1044.91 1045.71 5.0 % 19 % HP:1044.06 2% 2 % 2 . 1 % 2 % 2.1 % 2.0 % 2. 8 2 % 2.7% 2.7% TC:1043.98 HP/BC:1043.48 2. 1 7 % 1. 9 7 % 0.7 % 2. 1 % ANTICIPATED FUTURE FFE: 1044.00 1.7 % 3.3% 3.3% 2 . 2 % 2 . 0 % 2 . 3 % 2 . 0 % 3.0 % 2.6 % 2 . 6 % 2 . 4 % 2 . 0 % EX:1042.41 EX:1041.36 1042.18 1047.19 1043.62 1044.19 1043.13 1044.00 1042.62 1041.37 1040.84 1040.88 4.0 % 4.0 % 4.0 % 4.0 % 4.0 % 4.0 % 4.0 % 4.0 % 4.0 % 4.0 % HP:1043.85 HP:1043.85 2.0 % 2.0 % 2.0 % 2.0 % HP:1045.14 2.3% 2% 1.0% 2% 2% 2% 2% 2% 0.81 % 2 % 2% 2 % 2 % 4 . 1 % 4 . 0 % TF:1044.51 FG:1041.51 TF: 1044.88 FS: 1041.88 TF:1045.84 FG:1042.84 TF: 1048.32 FG: 1045.32 TF:1045.62 FS:1042.62 TF: 1045.03 FG: 1042.03 TF:1047.12 FG:1044.12 TF: 1048.77 FG: 1045.77 TF: 1048.24 FG: 1045.24 HP:1041.14 4.0%2.0%EX. TC±1042.00 EX. TC±1043.00 EX. TC±1044.00 EX. TC±1045.00 2.3 3 % 1044.151.8 3 % 1.8 % EX. TC±1046.50 1.0 % 1.0 % 1.33% 1.33% 1.33% 1.5% 1041.49 FFE: 1041.68 SA N ST ST S T SA N ST W ST 18 " ST 12" ADJUST RIM TO GRADE: 1043.40 ST ST EX. TC±1047.20 EX. TC±1047.18 EX. TC±1047.34 1.3 % 0.8 % 1045.35 FUTURE RIM: 1042.80 L301 MATCHLINE L300 MATCHLINE L301 MATCHLINE L300 MATCHLINE FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL FUTURE PARKING FUTURE PARKING FUTURE SIDEWALK EXISTING BUILDING. NOT INCLUDED IN SUBMITTAL EXISTING PARKING. NOT INCLUDED IN SUBMITTAL EXISTING IMPROVEMENTS ADJUST RIM TO GRADE: 1043.40 RIM: 1041.07 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 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. 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 ME: MEET EXISTING FS: FINISHED SURFACE FG: FINISHED GRADE TS: TOP OF STAIRS BS: BOTTOM OF STAIRS TF: TOP OF FOOTING W W ST ST ST ST 10 4 8 10 4 7 1 0 4 6 1045 1 0 4 4 1 0 4 3 104210.00' P.U.E. 10.00' P.U.E. W ST ST ST ST ST S T POTENTIAL LOCATION OF FUTURE STORM SEWER S. E . E S K E R R I D G E D R I V E 66'- 0 " 10' - 0 " PU E CO N T R A C T L I M I T CO N T R A C T L I M I T C O N T R A C T L I M I T C O N T R A C T L I M I T 50' - 0 " BU I L D I N G S E T B A C K 1045 1044 1045 1043 1047 TC:1044.78 BC:1044.28 1047.19 2% 2 % 2 % HP:1045.95 2 . 1 % 6 . 3 % 2. 0 % 3.8% TF: 1048.24 FG: 1045.24 S T ST W S T ST 6" SUBDRAIN 0.9 6 % 0.9 2 % 2.5 % FUTURE RIM: 1043.33 L301 MATCHLINE L300 MATCHLINE L301 MATCHLINE L300 MATCHLINE FUTURE LINEWORK SHOWN FOR REFERENCE ONLY FUTURE SIDEWALK ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L301 GRADING PLAN GRADING PLAN01 L301 20'40'10'0' SCALE:1"=20' GENERAL NOTES 1.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 ME: MEET EXISTING FS: FINISHED SURFACE FG: FINISHED GRADE TS: TOP OF STAIRS BS: BOTTOM OF STAIRS TF: TOP OF FOOTING W S.E . P A R K V I E W C R O S S I N G D R . S ST ST S SAN. MH RIM =1043.49 SAN. MH RIM =1042.22 1045 1041 10 4 1 104 2 104 3 10 4 0 104 4 104 3 104 4 104 3 1042 1041 1042 1043 1044 1045 1042 1043 10 3 9 10 4 0 1046 1047 10 4 7 1042 W WWWWWWWWW ST ST SAN. MH RIM =1042.22 45 LF 12" RCP @ 2.00% 55 LF 18" RCP @ 1.00% SW 501 INTAKE # 21 W/ TYPE R CASTING GR. = 1040.46 INV N =1034.74 INV W = 1034.85 SW 401 MH # 20 RIM = 1041.38 INV S & E =1034.19 INV N = 1034.09 8" WATER R1 5 0 . 0 0 ' 10.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. 10.00' PUE 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. CC8 CC7 W 6" FIRE 4" DOMESTIC INV. = 1031.90 ST 44LF 12" RCP @ 1.60% SW-501 INTAKE # 2 GR=1040.37 INV(W)=1035.62 INV(E)=1035.72 18LF 12" RCP @ 1.00% SW-501 INTAKE # 1 GR=1040.22 INV(W)=1035.90 EXISTING SW 501 INTAKE # 10 A W/ TYPE R CASTING GR. = 1040.76 INV =1034.90SA N W 264 LF 12" RCP @ 1.40% S T 27 LF 15" RCP @ 1.00% ST ST ST ST ST ST S T INV = 1042.00 20LF 3" PVC @ 0.60% INV = 1041.88 SW-512 INTAKE RIM=1041.07 INV=1035.12 S T POTENTIAL LOCATION OF FUTURE STORM SEWER POTENTIAL LOCATION OF FUTURE STORM SEWER EXISTING SW-501 INTAKE CHANGE CASTING TO TYPE Q RIM=1041.25 ADJUST RIM TO GRADE IF REQUIRED INV(S)=1034.82 INV(E)=1034.92 ESKER RI D G E D R I V E S.E . PA R K V I E W C R O S S I N G D R I V E VAN PA R K V I E W C R O S S I N G D R I V E FDC CO N T R A C T L I M I T FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL 66'- 0 " 15 2 ' - 6 " 184 ' - 0 " 75 ' - 1 " 99 ' - 9 " 35 ' - 1 0 " 10' - 0 " PU E CONTRACT LIMIT CONTRACT LIMITCONTRACT 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 C O N T R A C T L I M I T CO N T R A C T L I M I T 50' - 0 " BU I L D I N G S E T B A C K 50' B U I L D I N G S E T B A C K 1042 1041 1041 1042 1041 1042 1042 1043 1042 1041 1042 1041 1042 1041 1041 1040 1041 1040 1042 1042 1042 1042 1042 1042 1042 1041 1041 1041 1041 1043 1043 1043 1043 1043 10431044 1044 1044 1044 1045 1045 1045 1045 1045 1046 1046 1045 1042 1043 1043 1043 1043 1044 1043 1043 1043 1043 1042 1045 1047 1047 1047 1044 1042 1041 1043 1043 1042 1042 1.8% SA N ST S T ST ST W S T SA N ST W ST 18 " ST 12" ST ST FUTURE RIM: 1043.33 FUTURE RIM: 1042.80 FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL FUTURE SIDEWALK FUTURE PARKING FUTURE PARKING FUTURE SIDEWALK EXISTING BUILDING. NOT INCLUDED IN SUBMITTAL EXISTING PARKING. NOT INCLUDED IN SUBMITTAL EXISTING IMPROVEMENTS ADJUST RIM TO GRADE: 1043.40 RIM: 1041.07 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L302 CIVIL PLAN CIVIL PLAN01 L302 20'40'10'0' SCALE:1"=20' GENERAL NOTES 1.REVERENCE STORM WATER MANAGEMENT PLAN KEETOWN LOOP FOR SWMP OF THIS SITE. 2.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. FUTURE LINEWORK SHOWN FOR REFERENCE ONLY 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 S.E . P A R K V I E W C R O S S I N G D R . S ST ST S 10.00' P.U.E. 10.00' PUE CC7 8'X6" TAPPING SLEEVE & VALVE 6" FIRE 2" DOMESTIC W ESKER RIDGE D R I V E S.E . PA R K V I E W C R O S S I N G D R I V E VAN PA R K V I E W C R O S S I N G D R I V E H1 FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL 66'- 0 " 15 2 ' - 6 " 184 ' - 0 " 75 ' - 1 " 99 ' - 9 " 35 ' - 1 0 " 10' - 0 " PU E CONTRACT LIMIT CONTRACT LIMITCONTRACT 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 C O N T R A C T L I M I T CO N T R A C T L I M I T 50' - 0 " BU I L D I N G S E T B A C K 1042 1041 1041 1042 1041 1042 1042 1041 1042 1041 1042 1041 1041 1041 1041 1040 1042 1042 1042 1042 1042 1042 1042 1041 1041 1041 1041 1043 1043 1043 1043 1043 10431044 1044 1044 1044 1045 1045 1045 1045 1045 1046 1046 1045 1042 1043 1043 1043 1043 1043 1043 1043 1043 1042 1045 1047 1047 1044 1042 1041 1043 1043 1042 1042 RIM:1040.22 100-YEAR PONDING ELEVATION: 1040.61 RIM:1040.37 100-YEAR PONDING ELEVATION: 1040.64 OVERFLOW ELEVATION:1040.57 EXISTING RIM:1040.76 PONDS .06 OVERFLOW ELEVATION:1040.82 PONDING ILLUSTRATION: 1040.64 PONDING ILLUSTRATION: 1040.61 PONDING ILLUSTRATION: 1040.82 OVERFLOW ELEVATION:1041.19 FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL FUTURE SIDEWALK FUTURE PARKING FUTURE PARKING FUTURE PARKING FUTURE SIDEWALK EXISTING BUILDING. NOT INCLUDED IN SUBMITTAL EXISTING PARKING. NOT INCLUDED IN SUBMITTAL EXISTING IMPROVEMENTS ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 20'40'10'0' SCALE:1"=20' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. L303 PONDING ELEVATIONS PONDING ELEVATIONS01 L303 FUTURE LINEWORK SHOWN FOR REFERENCE ONLY W S.E . P A R K V I E W C R O S S I N G D R . S ST ST S SAN. MH RIM =1043.49 SAN. MH RIM =1042.22 1045 1041 10 4 1 104 2 104 3 10 4 0 104 4 104 3 104 4 104 3 1042 1041 1042 1043 1044 1045 1042 1043 1 0 3 9 10 4 0 1046 1047 10 4 7 1042 W WWWWWWWWW ST SAN. MH RIM =1042.22 45 LF 12" RCP @ 2.00% 55 LF 18" RCP @ 1.00% EXISTING SW 501 INTAKE # 10 W/ TYPE R CASTING GR. = 1039.55 INV S =1033.52 INV NW = 1034.00 INV E = 1033.90 SW 501 INTAKE # 21 W/ TYPE R CASTING GR. = 1040.46 INV N =1034.74 INV W = 1034.85 SW 401 MH # 20 RIM = 1041.38 INV S & E =1034.19 INV N = 1034.09 8" WATER R15 0 . 0 0 ' 10.00' P.U.E. 10.00' P.U.E. 10.00' PUE 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. CC7 6" FIRE 4" DOMESTIC INV. = 1031.90 6" FIRE ST 44LF 12" RCP @ 1.60% SW-501 INTAKE # 2 GR=1040.37 INV(W)=1035.62 INV(E)=1035.72 18LF 12" RCP @ 1.00% SW-501 INTAKE # 1 GR=1040.22 INV(W)=1035.90 EXISTING SW 501 INTAKE # 10 A W/ TYPE R CASTING GR. = 1040.76 INV =1034.90SA N ST ST W ST ST 264 LF 12" RCP @ 1.40% S T 27 LF 15" RCP @ 1.00% ST ST ST ST ST ST S T INV = 1042.00 20LF 3" PVC @ 0.60% INV = 1041.88 SW-512 INTAKE RIM=1041.07 INV=1035.12 S T POTENTIAL LOCATION OF FUTURE STORM SEWER POTENTIAL LOCATION OF FUTURE STORM SEWER EXISTING SW-501 INTAKE CHANGE CASTING TO TYPE Q RIM=1041.25 ADJUST RIM TO GRADE IF REQUIRED INV(S)=1034.82 INV(E)=1034.92 ESKER RI D G E D R I V E S.E . PA R K V I E W C R O S S I N G D R I V E VAN PA R K V I E W C R O S S I N G D R I V E FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL 66'- 0 " 15 2 ' - 6 " 18 4 ' - 0 " 75 ' - 1 " 99 ' - 9 " 35 ' - 1 0 " 10' - 0 " PU E CONTRACT LIMIT CONTRACT LIMITCONTRACT 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 C O N T R A C T L I M I T CO N T R A C T L I M I T 50' - 0 " BU I L D I N G S E T B A C K 50' B U I L D I N G S E T B A C K ST S T ST ST S T SA N ST ST 18 " ST ST FDC FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL FUTURE SIDEWALK FUTURE PARKING FUTURE PARKING FUTURE SIDEWALK EXISTING BUILDING. NOT INCLUDED IN SUBMITTAL EXISTING PARKING. NOT INCLUDED IN SUBMITTAL EXISTING IMPROVEMENTS ADJUST RIM TO GRADE: 1043.40 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L304 EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL PLAN01 L304 20'40'10'0' SCALE:1"=20' EROSION AND POLLUTION CONTROL NOTES 1.REFERENCE THE STORM WATER POLLUTION PREVENTION PLAN KEETOWN LOOP FOR SWPPP OF THIS SITE. GP#2 COVERAGE IS ALSO BEING PROVIDED WITH THIS DEVELOPMENT. 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 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. 20.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 = 585 LF 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. SILT FENCE, TYP SILT FENCE, TYP SILT FENCE IN TEMPORARY SWALE W S ST 10.00' PUE S.E . PA R K V I E W C R O S S I N G D R I V E VAN PA R K V I E W C R O S S I N G D R I V E H1 FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL184 ' - 0 " 75 ' - 1 " 99 ' - 9 " 35 ' - 1 0 " CONTRACT LIMIT CONTRACT LIMITCONTRACT 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 4-AS 2-GT 3-MA 2-MA 1-TA 1-TA 2-NB 6-RG 6-RG 14-RW 5-RW 10-BE 3-BE 1-NS 1-NS 3-NB 5-RG 5-RG 4-EP 3-EP 4-EP 7-EP 8-EP 1-NS 1-NS 3-NB 5-RG 5-RG 4-EP 3-EP 4-EP 7-EP 8-EP 2-QR 1-QR 6-PD 6-PD 3-SJ 8-LB8-LB 2-PP 2-SJ 7-FG 2-SP 3-PP 3-SJ 10-RG 4-TA 1-CO 1-CO 10-SH 8-SH 7-PD 5-PD 5-RG 6-LB 4-NB 6-SH9-SH 1-CO 1-CO 10-SH 8-SH 7-PD 7-PD 5-RG 4-NB 7-SH9-SH 5-SN 18-DG 10-SN 18-DG 9-SN 18-DG 5-SN 3-TD 2-PP 2-PP 2-SP 2-SP 2-SP 3-FG 2-SJ 4-SJ 3-FG 4-SJ 2-GI 2-JV 3-JV 3-GI 2-BP 25'- 0 " TY P . HYDRANT BUFFER 3-NS 1-QR 3-RG CONTRACT LIMIT CONTRACT LIMITCONTRACT 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 L401 MATCHLINE L400 MATCHLINE 25 ' - 0 " TY P . CLEARANCE TRIANGLES L401 MATCHLINE L400 MATCHLINE FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL FUTURE PARKING FUTURE PARKING FUTURE SIDEWALK EXISTING BUILDING. NOT INCLUDED IN SUBMITTAL EXISTING PARKING. NOT INCLUDED IN SUBMITTAL EXISTING IMPROVEMENTS ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 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 HOTEL BEGINS. C.THE DEVELOPER WILL HIRE A PROPERTY MANAGER TO OVERSEE ALL OF HIS PROPERTIES IN THIS DEVELOPMENT. THEIR SITE RELATED DUTIES WILL INCLUDE GRASS MOWING AND MAINTENANCE, IRRIGATION MAINTENANCE AND OVERSIGHT, SHRUB AND TREE TRIMMING, GENERAL SITE CLEANUP AND TRASH REMOVAL, SNOW REMOVAL AND ICE TREATMENT, AND SITE LIGHTING SYMBOL LEGEND OVERSTORY STREET TREE PARKING LOT ISLAND OVERSTORY TREE OVERSTORY TREE ORNAMENTAL / UNDERSTORY TREE SHRUB PERENNIALS GRASSES HATCH LEGEND SOD (8,390 SF) TEMPORARY SEED; PERENNIAL RYEGRASS (71,123 SF) MULCH (5,935 SF) PLANT SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS OVERSTORY TREES AS 4 Acer saccharum SUGAR MAPLE 2.0" CAL.B&B AS SHOWN ON PLAN. BP 5 Betula platyphylla 'Fargo' DAKOTA PINNACLE DAKOTA PINNACLE BIRCH 2.0" CAL.B&B AS SHOWN ON PLAN. CO 4 Celtis occidentalis HACKBERRY 2.0" CAL B&B AS SHOWN ON PLAN. GI 5 Ginkgo biloba 'Fastigiata'FASTIGIATA GINKGO 2.0" CAL B&B AS SHOWN ON PLAN. GT 6 Gleditsia triacanthos f. inermis 'Skycole'SKYLINE HONEY LOCUST 2.0" CAL.B&B AS SHOWN ON PLAN. NS 7 Nyssa sylvatica TUPELO 2.0" CAL B&B AS SHOWN ON PLAN. QR 4 Quercus rubra RED OAK 2.0" CAL.B&B AS SHOWN ON PLAN. TD 5 Taxodium distichum 'Mickelson' SHAWNEE BRAVE SHAWNEE BRAVE BALD CYPRESS 2.0" CAL.B&B AS SHOWN ON PLAN. TA 6 Tilia americana 'Redmond'REDMOND AMERICAN LINDEN 2.0" CAL B&B AS SHOWN ON PLAN. UNDERSTORY TREES MA 5 Malus 'Amberina'AMBERINA CRABAPPLE 8' HT.B&B MULTI-STEM EVERGREEN TREES JV 5 Juniperus virginiana 'Burkii'BURKII RED CEDAR 6' HT.B&B AS SHOWN ON PLAN. DECIDUOUS SHRUBS FG 16 Fothergilla gardenii DWARF FOTHERGILLA #3 CONT AS SHOWN ON PLAN NB 16 Physocarpus opulifolius 'Ruby Spice'RUBY SPICE NINEBARK #3 CONT AS SHOWN ON PLAN SP 12 Salix purpurea 'Nana'PURPLE WILLOW #3 CONT AS SHOWN ON PLAN SJ 24 Spiraea japonica 'Froebelii'JAPANESE SPIREA #3 CONT AS SHOWN ON PLAN EVERGREEN SHRUBS PP 11 Picea pungens 'Globosa'GLOBOSA COLORADO SPRUCE #3 CONT AS SHOWN ON PLAN PERENNIALS & GRASSES DG 54 Dianthus gratianopolitanus 'Firewitch'FIREWITCH CHEDDAR PINK #1 CONT 12" TRIANGULAR SPACING EP 52 Echinacea purpurea 'Pas702917'POWWOW WILD BERRY CONEFLOWER #1 CONT 18" TRIANGULAR SPACING PD 38 Penstemon digitalis 'Husker Red'HUSKER RED BEARD TONGUE #1 CONT 12" TRIANGULAR SPACING BE 13 Phlox subulata 'Blue Emerald'BLUE CARPET CREEPING PHLOX #1 CONT 2'-0" TRIANGULAR SPACING RW 19 Phlox subulata 'Red Wings'RED WINGS CREEPING PHLOX #1 CONT 2'-0" TRIANGULAR SPACING SN 29 Salvia nemorosa 'Wesuwe'MEADOW SAGE #1 CONT 2'-0" TRIANGULAR SPACING LB 22 Schizachyrium scoparium 'Blue Paradise'BLUE PARADISE LITTLE BLUESTEM #1 CONT 2'-6" TRIANGULAR SPACING RG 55 Sedum hybrid ROCK N GROW 'BACK IN BLACK' STONECROP #1 CONT 2'-6" TRIANGULAR SPACING SH 67 Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT 2'-6" TRIANGULAR SPACING LANDSCAPE REQUIREMENTS STREET TREE PLANTING: 355 LF OF FRONTAGE 355 LF X 1 TREE / 40LF = 8.875 STREET TREES REQUIRED 9 STREET TREES PROVIDED OFF STREET PARKING: PARKING LOT ISLANDS 11 OVERSTORY TREE/ISLAND REQUIRED 11 OVERSTORY TREE/ISLAND PROVIDED RIGHT OF WAY BUFFER 355 LF OF FRONTAGE 355 X 2 OVERSTORY TREES / 50 LF =14.2 OVERSTORY TREES REQUIRED 15 OVERSTORY TREES PROVIDED 355 LF X 8 SHRUBS / 50 LF = 56.8 SHRUBS REQUIRED 57 SHRUBS PROVIDED OPEN SPACE REQUIREMENTS: AREA REQUIREMENT: SITE AREA: 53,982 SF (1.24 ACRES) 20% REQUIRED OPEN SPACE (10,796.40 SF) 19% PROVIDED OPEN SPACE (10,377 SF) 2.3% 235 SF IMPERVIOUS OPEN SPACE 97.7% 10,142 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. SHRUBS PROVIDED: 33 TREES PROVIDED: 33 OVERSTORY = 11 = 52% UNDERSTORY = 5 = 24% EVERGREEN = 5 = 24% ≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN ≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORY OVERSTORY TREES: 10,796.40 SF X 1.5/1,000 SF = 16.19 OVERSTORY TREES REQUIRED 16 OVERSTORY TREES PROVIDED UNDERSTORY TREES: 10,796.40 SF X .5/1,000 SF= 5.4 UNDERSTORY TREES REQUIRED 5 UNDERSTORY TREES PROVIDED SHRUBS: 10,796.40 SF X 2/1,000 SF = 21.6 SHRUBS REQUIRED 22 SHRUBS PROVIDED W W ST ST ST S 10.00' P.U.E. 10.00' P.U.E. S. E . E S K E R R I D G E D R I V E PA R K V I E W C R O S S I N G D R I V E 66'- 0 " 15 2 ' - 6 " 10' - 0 " PU E 50' - 0 " BU I L D I N G S E T B A C K 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 C O N T R A C T L I M I T C O N T R A C T L I M I T 3-GT 2-TD 2-PP 2-SP 2-SP 2-SP 3-FG 4-SJ 3-SJ 3-SJ 1-GT 3-BP 2-GI 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 C O N T R A C T L I M I T C O N T R A C T L I M I T L401 MATCHLINE L400 MATCHLINE L401 MATCHLINE L400 MATCHLINE FUTURE LINEWORK SHOWN FOR REFERENCE ONLY FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL FUTURE SIDEWALK FUTURE PARKING ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L401 PLANTING PLAN PLANTING PLAN01 L401 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 HOTEL BEGINS. C.THE DEVELOPER WILL HIRE A PROPERTY MANAGER TO OVERSEE ALL OF HIS PROPERTIES IN THIS DEVELOPMENT. THEIR SITE RELATED DUTIES WILL INCLUDE GRASS MOWING AND MAINTENANCE, IRRIGATION MAINTENANCE AND OVERSIGHT, SHRUB AND TREE TRIMMING, GENERAL SITE CLEANUP AND TRASH REMOVAL, SNOW REMOVAL AND ICE TREATMENT, AND SITE LIGHTING SYMBOL LEGEND OVERSTORY STREET TREE PARKING LOT ISLAND OVERSTORY TREE OVERSTORY TREE ORNAMENTAL / UNDERSTORY TREE SHRUB PERENNIALS GRASSES PLANT SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS OVERSTORY TREES AS 4 Acer saccharum SUGAR MAPLE 2.0" CAL.B&B AS SHOWN ON PLAN. BP 5 Betula platyphylla 'Fargo' DAKOTA PINNACLE DAKOTA PINNACLE BIRCH 2.0" CAL.B&B AS SHOWN ON PLAN. CO 4 Celtis occidentalis HACKBERRY 2.0" CAL B&B AS SHOWN ON PLAN. GI 5 Ginkgo biloba 'Fastigiata'FASTIGIATA GINKGO 2.0" CAL B&B AS SHOWN ON PLAN. GT 6 Gleditsia triacanthos f. inermis 'Skycole'SKYLINE HONEY LOCUST 2.0" CAL.B&B AS SHOWN ON PLAN. NS 7 Nyssa sylvatica TUPELO 2.0" CAL B&B AS SHOWN ON PLAN. QR 4 Quercus rubra RED OAK 2.0" CAL.B&B AS SHOWN ON PLAN. TD 5 Taxodium distichum 'Mickelson' SHAWNEE BRAVE SHAWNEE BRAVE BALD CYPRESS 2.0" CAL.B&B AS SHOWN ON PLAN. TA 6 Tilia americana 'Redmond'REDMOND AMERICAN LINDEN 2.0" CAL B&B AS SHOWN ON PLAN. UNDERSTORY TREES MA 5 Malus 'Amberina'AMBERINA CRABAPPLE 8' HT.B&B MULTI-STEM EVERGREEN TREES JV 5 Juniperus virginiana 'Burkii'BURKII RED CEDAR 6' HT.B&B AS SHOWN ON PLAN. DECIDUOUS SHRUBS FG 16 Fothergilla gardenii DWARF FOTHERGILLA #3 CONT AS SHOWN ON PLAN NB 16 Physocarpus opulifolius 'Ruby Spice'RUBY SPICE NINEBARK #3 CONT AS SHOWN ON PLAN SP 12 Salix purpurea 'Nana'PURPLE WILLOW #3 CONT AS SHOWN ON PLAN SJ 24 Spiraea japonica 'Froebelii'JAPANESE SPIREA #3 CONT AS SHOWN ON PLAN EVERGREEN SHRUBS PP 11 Picea pungens 'Globosa'GLOBOSA COLORADO SPRUCE #3 CONT AS SHOWN ON PLAN PERENNIALS & GRASSES DG 54 Dianthus gratianopolitanus 'Firewitch'FIREWITCH CHEDDAR PINK #1 CONT 12" TRIANGULAR SPACING EP 52 Echinacea purpurea 'Pas702917'POWWOW WILD BERRY CONEFLOWER #1 CONT 18" TRIANGULAR SPACING PD 38 Penstemon digitalis 'Husker Red'HUSKER RED BEARD TONGUE #1 CONT 12" TRIANGULAR SPACING BE 13 Phlox subulata 'Blue Emerald'BLUE CARPET CREEPING PHLOX #1 CONT 2'-0" TRIANGULAR SPACING RW 19 Phlox subulata 'Red Wings'RED WINGS CREEPING PHLOX #1 CONT 2'-0" TRIANGULAR SPACING SN 29 Salvia nemorosa 'Wesuwe'MEADOW SAGE #1 CONT 2'-0" TRIANGULAR SPACING LB 22 Schizachyrium scoparium 'Blue Paradise'BLUE PARADISE LITTLE BLUESTEM #1 CONT 2'-6" TRIANGULAR SPACING RG 55 Sedum hybrid ROCK N GROW 'BACK IN BLACK' STONECROP #1 CONT 2'-6" TRIANGULAR SPACING SH 67 Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT 2'-6" TRIANGULAR SPACING LANDSCAPE REQUIREMENTS STREET TREE PLANTING: 355 LF OF FRONTAGE 355 LF X 1 TREE / 40LF = 8.875 STREET TREES REQUIRED 9 STREET TREES PROVIDED OFF STREET PARKING: PARKING LOT ISLANDS 11 OVERSTORY TREE/ISLAND REQUIRED 11 OVERSTORY TREE/ISLAND PROVIDED RIGHT OF WAY BUFFER 355 LF OF FRONTAGE 355 X 2 OVERSTORY TREES / 50 LF =14.2 OVERSTORY TREES REQUIRED 15 OVERSTORY TREES PROVIDED 355 LF X 8 SHRUBS / 50 LF = 56.8 SHRUBS REQUIRED 57 SHRUBS PROVIDED OPEN SPACE REQUIREMENTS: AREA REQUIREMENT: SITE AREA: 53,982 SF (1.24 ACRES) 20% REQUIRED OPEN SPACE (10,796.40 SF) 19% PROVIDED OPEN SPACE (10,377 SF) 2.3% 235 SF IMPERVIOUS OPEN SPACE 97.7% 10,142 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. SHRUBS PROVIDED: 33 TREES PROVIDED: 33 OVERSTORY = 11 = 52% UNDERSTORY = 5 = 24% EVERGREEN = 5 = 24% ≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN ≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORY OVERSTORY TREES: 10,796.40 SF X 1.5/1,000 SF = 16.19 OVERSTORY TREES REQUIRED 16 OVERSTORY TREES PROVIDED UNDERSTORY TREES: 10,796.40 SF X .5/1,000 SF= 5.4 UNDERSTORY TREES REQUIRED 5 UNDERSTORY TREES PROVIDED SHRUBS: 10,796.40 SF X 2/1,000 SF = 21.6 SHRUBS REQUIRED 22 SHRUBS PROVIDED 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 . ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 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" NOT IN USE04 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" 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 12/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. ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 SITE DETAILS L501SECTION: RETURN CURB ADA RAMP04 L501 PLAN: RETURN CURB ADA RAMP05 L501 SECTION: TEMPORARY LOADING ZONE SIGN07 L501 SECTION: STOP SIGN08 L501 SECTION: PROTECTIVE BOLLARD01 L501 NOT IN USE02 L501 SECTION: DO NOT ENTER SIGN06 L501 SUDAS TYPE A STANDARD DRIVEWAY DETAILS09 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, 18" MINIMUM PREPARED SUBGRADE 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 # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 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" 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 6" EXPANSION JOINT, SEE DETAIL 12/L500 TYPE 2 PCC, SEE DETAIL 02/L500 4" 6" 1" CHAMFER, TYP. 2' - 0 " M I N . 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 COMPACTED BACKFILL 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 LIGHTING DETAILS L503 SECTION: AREA LIGHT IN PARKING LOT, TYP.01 L503 N.T.S. SECTION: AREA LIGHT IN LANDSCAPE, TYP.02 L503 N.T.S. CO N T R A C T L I M I T TC/BC:1045.33 TC/BC:1045.43 1045.33 TR:1045.40 TR:1045.50 1045.40 1045.50 CO N T R A C T L I M I T CO N T R A C T L I M I T TC/BC:1045.33 TC/BC:1045.43 1045.33 TR:1045.40 TR:1045.50 1045.40 1045.50 1.0 % 1.0 % 1.0 % 1.5 % 7.7 % 1.6 % 6.8 % 1.5 % 10'- 0 " 8'- 0 " 6'- 7 " 3'- 2 " W S.E . P A R K V I E W C R O S S I N G D R . S ST ST S 1045 1041 10 4 1 104 2 104 3 10 4 0 104 4 104 3 104 4 104 3 1042 1041 1042 1043 1044 1045 1042 1043 1 0 4 1 1 0 3 9 10 4 0 1046 1047 10 4 7 SAN. MH RIM =1042.22 10.00' P.U.E. 10.00' PUE CC7 8'X6" TAPPING SLEEVE & VALVE 6" FIRE 2" DOMESTIC SA N W ESKER RIDGE D R I V E S.E . PA R K V I E W C R O S S I N G D R I V E VAN PA R K V I E W C R O S S I N G D R I V E H1 FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL 66'- 0 " 15 2 ' - 6 " 184 ' - 0 " 75 ' - 1 " 99 ' - 9 " 35 ' - 1 0 " 10' - 0 " PU E CONTRACT LIMIT CONTRACT LIMITCONTRACT 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 C O N T R A C T L I M I T CO N T R A C T L I M I T 50' - 0 " BU I L D I N G S E T B A C K 1042 1041 1041 1042 1041 1042 1042 1041 1042 1041 1042 1041 1041 1041 1041 1040 1042 1042 1042 1042 1042 1042 1042 1041 1041 1041 1041 1043 1043 1043 1043 1043 10431044 1044 1044 1044 1045 1045 1045 1045 1045 1046 1046 1045 1042 1043 1043 1043 1043 1043 1043 1043 1043 1042 1045 1047 1047 1044 1042 1041 1043 1043 1042 1042 ST S T ST ST S T SA N ST ST 18 " ST ST W S.E . P A R K V I E W C R O S S I N G D R . S ST ST S 1045 1041 10 4 1 104 2 104 3 10 4 0 104 4 104 3 104 4 104 3 1042 1041 1042 1043 1044 1045 1042 1043 1 0 4 1 1 0 3 9 10 4 0 1046 1047 10 4 7 SAN. MH RIM =1042.22 10.00' P.U.E. 10.00' PUE CC7 8'X6" TAPPING SLEEVE & VALVE 6" FIRE 2" DOMESTIC SA N W ESKER RIDGE D R I V E S.E . PA R K V I E W C R O S S I N G D R I V E VAN PA R K V I E W C R O S S I N G D R I V E H1 FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL 66'- 0 " 15 2 ' - 6 " 184 ' - 0 " 75 ' - 1 " 99 ' - 9 " 35 ' - 1 0 " 10' - 0 " PU E CONTRACT LIMIT CONTRACT LIMITCONTRACT 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 C O N T R A C T L I M I T CO N T R A C T L I M I T 50' - 0 " BU I L D I N G S E T B A C K 1042 1041 1041 1042 1041 1042 1042 1041 1042 1041 1042 1041 1041 1041 1041 1040 1042 1042 1042 1042 1042 1042 1042 1041 1041 1041 1041 1043 1043 1043 1043 1043 10431044 1044 1044 1044 1045 1045 1045 1045 1045 1046 1046 1045 1042 1043 1043 1043 1043 1043 1043 1043 1043 1042 1045 1047 1047 1044 1042 1041 1043 1043 1042 1042 W S.E . P A R K V I E W C R O S S I N G D R . S ST ST S 1045 1041 10 4 1 104 2 104 3 10 4 0 104 4 104 3 104 4 104 3 1042 1041 1042 1043 1044 1045 1042 1043 1 0 4 1 1 0 3 9 10 4 0 1046 1047 10 4 7 SAN. MH RIM =1042.22 10.00' P.U.E. 10.00' PUE CC7 8'X6" TAPPING SLEEVE & VALVE 6" FIRE 2" DOMESTIC SA N W ESKER RIDGE D R I V E S.E . PA R K V I E W C R O S S I N G D R I V E VAN PA R K V I E W C R O S S I N G D R I V E H1 FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL 66'- 0 " 15 2 ' - 6 " 184 ' - 0 " 75 ' - 1 " 99 ' - 9 " 35 ' - 1 0 " 10' - 0 " PU E CONTRACT LIMIT CONTRACT LIMITCONTRACT 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 C O N T R A C T L I M I T CO N T R A C T L I M I T 50' - 0 " BU I L D I N G S E T B A C K 1042 1041 1041 1042 1041 1042 1042 1041 1042 1041 1042 1041 1041 1041 1041 1040 1042 1042 1042 1042 1042 1042 1042 1041 1041 1041 1041 1043 1043 1043 1043 1043 10431044 1044 1044 1044 1045 1045 1045 1045 1045 1046 1046 1045 1042 1043 1043 1043 1043 1043 1043 1043 1043 1042 1045 1047 1047 1044 1042 1041 1043 1043 1042 1042 ST S T ST ST S T SA N ST ST 18 " ST ST 02 L600 03 L600 04 L600 05 L600 FUTURE BUILDING. NOT INCLUDED IN SUBMITTAL FUTURE SIDEWALK FUTURE PARKING FUTURE PARKING FUTURE PARKING FUTURE SIDEWALK EXISTING BUILDING. NOT INCLUDED IN SUBMITTAL EXISTING PARKING. NOT INCLUDED IN SUBMITTAL EXISTING IMPROVEMENTS CO N T R A C T L I M I T TC/BC:1045.74 TC/BC:1045.83 1045.73 TR:1046.23 TR:1046.33 1046.33 1046.43 CO N T R A C T L I M I T CO N T R A C T L I M I T TC/BC:1045.74 TC/BC:1045.83 1045.73 TR:1046.23 TR:1046.33 1046.33 1046.43 1.0 % 0.9 % 1.0 % 1.0 % 7.7 % 7.8 % 1.4 % 1.4 % 6'- 7 " 3'- 2 " 8'- 0 " 10'- 0 " TC/BC:1042.79 TC/BC:1042.71 TR:1043.29 TR:1043.21 1043.35 1043.27 TC/BC:1042.79 TC/BC:1042.71 TR:1043.29 TR:1043.21 1043.35 1043.27 1.33% 1. 0 % 7. 7 % 7. 7 % 1. 0 % 8" 6'-0" 6' - 0 " 6' - 6 " 1.33% 1.33% TC/BC: 1041.26 TC/BC: 1041.34 TC/BC:1042.21 TR: 1041.84 BC:1041.50 TR: 1041.76 TC/BC:1042.29 TR: 1042.54 BC:1042.13 TR: 1042.46 TC:1041.90 BC:1041.65 1041.82 TC:1042.48 BC:1041.98 1042.40 TC/BC: 1041.26 TC/BC: 1041.34 TC/BC:1042.21 TR: 1041.84 BC:1041.50 TR: 1041.76 TC/BC:1042.29 TR: 1042.54 BC:1042.13 TR: 1042.46 TC:1041.90 BC:1041.65 1041.82 TC:1042.48 BC:1041.98 1042.40 1. 0 % 7. 7 % 7. 7 % 1. 0 % 4. 5 % 4. 5 % 1.33% 3. 8 % 4. 0 % 1. 0 % 1. 0 % 6' - 6 " 6' - 0 " 13 ' - 0 " 6' - 0 " 6' - 6 " 6'-0" 1.33% 1.33% 1.33% 1.33% 1.33% ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL 2 06/29/2023 SITE PLAN SUBMITTAL #2 3 07/20/2023 SITE PLAN SUBMITTAL #3 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 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' 2.6 1.6 2.2 1.8 2.3 4.6 5.8 4.7 4.2 3.5 2.7 2.1 1.8 1.7 1.9 2.1 2.1 2.3 2.9 3.6 3.9 3.9 4.4 5.2 5.2 0.9 1.8 3.4 4.9 4.6 3.6 2.8 2.3 1.9 1.6 1.6 1.8 2.1 2.6 2.7 2.5 2.9 3.4 3.8 5.1 6.1 6.4 1.1 2.1 3.6 4.1 3.8 3.0 2.3 1.9 1.6 1.5 1.4 1.6 1.9 2.4 2.4 2.3 2.5 3.0 4.0 5.2 5.7 7.0 8.3 4.2 1.5 2.7 3.8 3.6 3.0 2.4 2.0 1.7 1.5 1.4 1.3 1.4 1.6 1.8 2.0 2.1 2.2 2.8 3.8 4.7 5.1 6.7 8.2 4.1 1.7 2.3 3.6 4.1 3.6 2.7 2.2 1.9 1.6 1.5 1.4 1.3 1.3 1.3 1.4 1.6 1.8 2.0 2.4 3.0 3.9 4.9 5.6 5.4 3.7 3.6 4.6 5.1 4.9 3.9 2.7 2.2 1.8 1.6 1.5 1.4 1.3 1.2 1.2 1.3 1.4 1.5 1.7 2.0 2.5 3.3 4.3 4.3 3.0 1.9 4.9 7.5 5.6 4.9 3.9 2.9 2.3 2.0 1.8 1.6 1.4 1.4 1.3 1.2 1.2 1.3 1.3 1.5 1.7 2.0 2.6 3.1 3.1 2.1 1.2 3.2 6.4 8.5 5.3 4.6 4.0 3.1 2.6 2.3 2.0 1.7 1.6 1.6 1.6 1.4 1.4 1.3 1.2 1.3 1.4 1.6 1.8 2.2 2.3 1.7 1.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.1 0.1 0.3 0.4 0.5 0.4 0.4 0.3 0.2 0.2 0.3 0.5 0.8 0.8 0.7 0.5 0.4 0.3 0.2 0.3 0.5 1.0 1.4 1.3 1.0 0.6 0.5 0.4 0.4 0.7 1.0 1.6 2.3 1.9 1.3 0.9 0.6 0.5 0.8 1.9 2.2 3.0 3.4 2.7 1.7 1.2 0.8 0.9 1.6 3.2 4.7 5.2 4.3 3.3 2.2 1.3 0.5 1.0 2.4 3.9 8.3 5.5 4.1 3.2 2.2 1.4 0.4 1.0 2.7 4.7 7.5 4.9 4.0 3.4 2.3 0.2 0.4 0.9 2.0 3.9 5.5 4.5 3.8 3.1 2.2 0.2 0.4 0.9 1.7 2.9 4.3 4.2 3.2 2.4 0.2 0.3 0.5 1.1 2.0 3.1 3.5 3.3 2.6 1.9 0.3 0.5 0.8 1.6 2.6 3.1 2.9 2.3 1.9 0.4 0.6 1.1 1.4 2.4 3.4 3.3 2.6 2.0 1.6 0.7 1.1 2.5 3.3 4.2 4.4 3.8 2.7 1.9 1.0 2.0 3.5 5.8 6.1 4.8 3.9 2.7 1.9 0.5 0.9 2.4 4.6 9.0 5.9 4.4 3.7 2.7 1.9 0.4 1.1 2.7 4.6 6.8 4.9 4.3 3.7 2.7 0.3 0.4 0.9 1.9 3.4 5.3 4.9 3.9 3.2 2.4 0.3 0.5 1.0 2.0 3.3 4.4 4.3 3.4 2.5 0.3 0.5 0.8 1.4 2.6 3.6 3.7 3.4 2.7 2.2 0.5 0.9 1.4 2.1 3.5 3.8 3.4 2.8 2.4 2.1 1.8 1.6 1.5 1.3 1.2 1.1 1.0 0.6 0.9 2.0 3.0 3.9 4.6 4.4 3.5 2.7 2.3 2.2 2.0 1.9 1.7 1.4 1.4 1.5 1.4 0.8 1.6 3.3 5.1 6.6 5.3 4.6 3.5 2.7 2.3 2.4 2.4 2.2 1.8 1.6 1.6 1.9 2.0 1.7 0.5 0.8 1.8 3.8 8.6 7.3 4.9 4.3 3.4 2.7 2.4 2.5 2.8 2.4 1.9 2.1 1.9 2.1 2.5 2.0 0.4 0.8 2.3 4.3 7.0 5.8 4.7 4.3 3.5 2.8 2.5 2.4 2.3 2.3 2.6 2.9 2.7 2.3 1.9 1.9 0.4 0.8 1.7 3.1 5.4 5.4 4.5 3.8 3.2 2.7 2.4 2.1 1.8 2.2 2.6 2.2 2.3 2.6 1.7 1.6 0.4 0.6 1.0 1.9 3.3 4.7 4.9 4.1 3.2 2.7 2.4 2.2 2.0 1.8 2.3 2.4 2.5 2.2 2.7 1.9 1.7 1.7 1.6 1.4 1.2 1.0 1.0 0.5 0.9 1.4 2.5 4.1 4.5 4.0 3.3 2.7 2.3 2.1 2.2 2.1 1.8 2.1 2.6 2.5 2.8 2.5 2.0 2.0 2.2 2.0 1.7 1.3 1.3 1.3 3.2 0.6 0.9 2.1 2.6 3.8 4.7 4.5 3.3 2.8 2.3 2.0 1.9 2.1 2.3 2.4 2.4 2.6 3.0 2.7 2.6 2.7 2.9 2.7 2.4 1.8 1.5 1.5 1.8 1.8 1.7 1.3 1.1 1.3 1.8 2.8 3.6 3.8 3.5 3.1 2.5 1.0 1.7 3.3 5.1 5.9 5.3 4.5 3.3 2.5 2.0 1.8 1.7 1.9 2.2 2.6 2.4 1.9 2.0 2.0 2.2 2.9 3.2 3.1 2.5 1.8 1.8 1.6 2.0 2.5 2.0 1.5 1.3 1.5 1.9 2.6 3.3 3.2 2.7 2.7 2.3 0.6 1.1 2.5 4.0 8.6 6.1 4.8 4.0 3.1 2.3 1.9 1.7 1.6 1.7 2.0 2.1 2.1 1.8 1.7 1.8 2.2 2.6 2.8 2.7 2.5 2.4 2.7 2.5 2.2 2.0 2.0 1.7 1.5 1.5 1.8 2.3 2.4 2.8 3.0 3.0 2.8 0.4 1.1 2.8 4.9 7.8 5.4 4.6 4.0 3.1 2.3 1.8 1.6 1.6 1.6 1.7 1.7 1.8 1.7 1.6 1.7 1.9 2.2 2.1 1.9 2.1 2.4 2.0 2.3 2.3 1.5 1.6 1.6 1.6 1.5 1.7 1.9 2.1 2.9 2.6 2.5 2.6 0.3 0.4 1.0 2.2 4.1 5.8 4.9 4.3 3.7 2.9 2.3 1.9 1.7 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.7 1.8 1.8 1.8 1.7 2.2 2.2 2.3 1.9 2.4 1.6 1.4 1.5 1.6 1.5 1.6 1.8 2.0 2.9 2.4 2.7 2.6 0.3 0.5 0.9 1.8 3.2 4.7 4.7 3.7 3.0 2.5 2.2 1.9 1.8 1.8 1.7 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.5 1.9 2.4 2.1 2.3 2.2 1.5 1.4 1.5 1.5 1.5 1.7 1.9 2.0 2.7 2.8 2.8 2.9 0.3 0.4 0.6 1.1 2.2 3.5 4.0 3.8 3.1 2.5 2.2 2.1 2.2 2.2 2.1 1.8 1.7 1.9 2.1 2.1 2.0 1.8 1.6 1.7 1.9 1.9 2.0 2.4 2.8 2.6 2.2 1.9 1.8 1.6 1.4 1.4 1.6 2.1 2.5 2.6 2.5 2.9 2.8 0.4 0.6 0.9 1.6 2.9 3.6 3.3 2.8 2.4 2.2 2.0 2.1 2.4 2.6 2.3 1.9 1.9 2.0 2.5 2.7 2.3 1.9 1.6 1.6 1.9 2.3 2.1 1.6 1.8 1.7 1.7 2.1 2.0 1.5 1.2 1.2 1.4 1.9 2.5 2.6 2.7 3.0 3.2 0.5 0.6 1.4 1.8 2.5 3.8 3.9 3.2 2.5 2.2 2.0 2.0 2.1 2.4 2.6 2.4 2.4 2.8 2.5 2.8 3.0 2.6 2.1 1.7 1.5 1.7 1.9 1.8 1.5 1.3 1.2 1.5 1.7 1.6 1.3 1.1 1.0 1.2 1.5 1.9 2.4 3.1 3.7 4.5 0.6 1.2 2.3 3.9 5.1 5.0 4.4 3.3 2.4 2.0 1.9 1.9 2.0 2.1 2.0 2.4 2.9 2.9 3.0 2.7 2.5 2.7 2.4 1.8 1.4 1.4 1.3 1.3 1.2 1.0 1.0 1.2 1.2 1.1 1.0 4.7 0.9 1.7 3.3 6.4 7.0 4.9 4.3 3.3 2.4 2.0 1.8 1.9 1.9 1.8 1.9 2.7 2.4 2.9 2.8 3.1 2.7 3.0 2.7 2.0 1.4 1.1 1.0 1.0 0.9 0.8 0.8 0.8 0.8 0.7 0.7 0.4 0.7 1.8 4.0 8.0 6.7 4.6 4.2 3.2 2.4 2.0 1.8 1.8 1.8 1.9 2.7 3.0 3.2 3.8 3.4 1.4 Xref .\XREFS\Z-ALOFT_FIRST FLOOR PLAN.dwgXref .\XREFS\XR-ALOFT-ROOFPLAN.dwg Statistics Description Symbol Avg Max Min Max/Min Avg/Min NW PARKING LOT 2 2.3 fc 9.0 fc 0.0 fc N/A N/A NW PARKING LOT 3.0 fc 9.2 fc 0.3 fc 30.7:1 10.0:1 Schedule Label Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Wattage B N/A FLQ-SW-P-30-HB-90-1.4 1 70 0.9 1.34 S1 ALT2P35-300L4K-FGL ALTITUDE 1 30445 0.9 343.1 S2 ALT4P35-300L4K-FGL ALTITUDE 1 30534 0.9 343.5 S2A ALT4P35-300L4K-FGL- NFO ALTITUDE 1 27100 0.9 342.2 S3 ALT5P35-300L4K-FGL ALTITUDE 1 30579 0.9 344.2 S4 SLVT2-72L-335-4K7-4W LARGENT 2.0 1 8494 0.9 75.5 S5 SLVT2-72L-335-4K7-5W LARGENT 2.0 1 8237 0.9 75.5 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-02 KE E T O W N L O O P 1 4 8 S T A L L S 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 12/21/2022 SITE PLAN SUBMITTAL #1 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 E202NORTH 148 STALLS PHOTOMETRIC PLAN 1/8"=1'-0" N 1 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-11 KE E T O W N L O O P - N O R T H P A R K I N G L O T 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. 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 06/01/2023 INITIAL SITE PLAN SUBMITTAL LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 PHOTOMETRIC SITE PLAN E202