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HomeMy WebLinkAbout2022-04-18 I12 KeeTown Loop_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 18, 2022 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for KeeTown Loop (2938 Grand Prairie Parkway) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The Quarter at Waukee, LLC., requests approval of a site plan to authorize the construction of an indoor concert venue building with a footprint of 36,000 square feet. In addition to the concert venue, the site plan includes construction of access drive, parking, and site utilities for the KeeTown Loop Plat 1. The proposed venue is to be located on Lot 10 of KeeTown Loop Plat 1. Multiple access points are provided to the site from Grand Prairie Parkway, SE Esker Ridge Drive, and SE Parkview Crossing Drive. The required amount of parking is being provided across the site. All utilities and streets internal to the site will be privately owned and maintained. The applicant has provided elevations for the proposed building on the site. The design and materials are consistent with the Site Plan Ordinance and the Kettlestone Design Guidelines. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the April 12, 2022, Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for KeeTown Loop (2938 Grand Prairie Parkway) Community Development Director, Andy Kass, introduced the request for approval of a site plan for a commercial development containing an event center as submitted by the applicant, The Quarter at Waukee, LLC. The subject property is generally located north of Ashworth Road and west of Grand Prairie Parkway containing approximately 27.35 acres. Mr. Kass advised that the project includes the construction of an entertainment venues approximately 36,000 square feet in size. A loading dock is shown on the west side of the building and the trash enclosure is south of the building. Future buildings are shown on the site, however, each building will require an additional site plan review at the time of development. Access is provided off of Grand prairie Parkway, SE Esker Ridge Drive, Ashworth Road, and SE Parkview Crossing Drive. Several areas of surface parking totaling 1,364 spaces are shown to be completed with the project. A 10 foot wide trail is identified on the east side of SE Parkview Crossing Drive and on the north side of Ashworth Road, five foot wide sidewalks will be provided on the west side of SE Parkview Crossing I12 Drive. Interior streets and utilities will be privately owned and maintained. At this time all landscaping, open space, lighting, and elevation requirements have been met. Staff recommends approval of the Site Plan for KeeTown Loop subject to any remaining staff comments.  Commissioners Hoifeldt and Gerlitz questioned if the amount of parking provided was adequate. Mr. Kass advised that the minimum requirements for parking have been met for the development with what has been proposed. If problems arise, then staff is comfortable addressing alternative measures at that time.  Commissioner Broderick questioned if Staff would address the trees within the small parking islands as he had concern on the ability of the trees to thrive in that environment. Mr. Kass advised that staff work with the developer about potential solutions.  Commissioner Inman questioned if Staff had any concerns about potential noise complaints. Ryan Plock, a representative of the applicant, advised that the building had been designed so that sound will not leave the site.  Commissioner Gerlitz questioned about a building timeline. Mr. Kass advised that the applicant has an intent to start concerts sometime in 2024. Commissioner Gerlitz moved to approve the site plan for KeeTown Loop (2938 Grand Prairie Parkway) subject to any remaining staff comments. Commissioner Tessau seconded the motion. Ayes: Gerlitz, Hoifeldt, Streit, Inman, Broderick, and Tessau. Nays: none. Motion Carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Community Development Director REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE SITE PLAN FOR KEETOWN LOOP (2938 GRAND PRAIRIE PARKWAY) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for KeeTown Loop, subject to remaining staff comments on April 12, 2022; AND, WHEREAS, the Site Plan for KeeTown Loop 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 is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 18th day of April, 2022 that the Site Plan for KeeTown Loop 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 – Site Plan PREPARED BY: Andy Kass, AICP – Community Development Director REPORT DATE: April 8, 2022 MEETING DATE: April 12, 2022 GENERAL INFORMATION Applicant: The Quarter at Waukee, LLC Owner: The Quarter at Waukee, LLC Owner’s Representative: Matt Carlile, PLA, Confluence Request: The applicant is requesting approval of a site plan for a commercial development including a building for an entertainment venue and parking. Location and Size: Property is generally located north of Ashworth Road and west of Grand Prairie Parkway, containing approximately 27.35-acres. AREA MAP ABOVE: Aerial of property identifying the proposed site plan (outlined in BLUE). April 8, 2022 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant - Undeveloped Community Retail/Office K-RR / PD-1 & K-RC North Kettleview Office Office K-OF / PD-1 South Vacant - Undeveloped Regional Retail K-RR & A-1 East Hy-Vee Fast & Fresh Community Retail/Office K-RC West Kettlestone Ridge Neighborhood Single-Family Residential R-2 & K-RC 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. The preliminary plat and final plat to divide the property into various lots for development was just recently approved. The applicant now requests approval of a site plan for the entertainment venue and parking. PROJECT DESCRIPTION The project includes the construction of a building to be used as an entertainment venue. The propose building will have a 36,000 square foot footprint on the site. A loading dock is shown on the west side of the building. In addition, a trash enclosure is shown south of the building. The site plan identifies several other buildings within the site, all other buildings shown are future buildings. Additional site plans will be required to be submitted for review and approval for future buildings. ACCESS AND PARKING There are several accesses into the main site from the public streets. One access is provided off Grand Prairie Parkway on the east, one access is provided off SE Esker Ridge Drive on the north, one access is provided off Ashworth Road on the south, and four accesses are provided off SE Parkview Crossing Drive on the west. The surface parking lot site on the west side of SE Parkview Crossing Drive includes two access points from the public street. The proposed site plan includes several areas of surface parking throughout the development. Based on the entertainment venue use and the anticipated future uses of the site, a total of 1,358 parking stalls are required and the site plan indicates a total of 1,364 spaces, including 45 accessible spaces. SIDEWALKS/TRAILS A ten-foot-wide trail will be provided on the east side of SE Parkview Crossing Drive and on the north side of Ashworth Road. A five-foot-wide sidewalk will be provided on the west side of SE Parkview Crossing Drive April 8, 2022 3 of 3 and on the south side of SE Esker Ridge Drive. A ten-foot-wide trail already exists along the west side of Grand Prairie Parkway. There are many private sidewalks and trails proposed internal to the site to provide pedestrians with many different options to travel throughout the site. UTILITIES As part of the improvements with this phase, the developer will install all associated utilities to not only the proposed venue building, but all other lots for future development. All utilities will be privately owned and maintained utilities. Stormwater management will be accommodated within the existing pond that is located to the southwest of the site. LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 42%. A 25-ft landscape buffer will be provided along the very west of the site, adjacent to the residential development to the west. The landscape plan meets the requirements of the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. LIGHTING PLAN A photometric plan for the site lighting has been submitted and reviewed by staff. The lighting plan complies with the adopted guidelines. ELEVATIONS Elevations of the proposed venue building have been included within the site plan document. The building is proposed to be constructed primarily of precast concrete panels of varying colors and textures. In addition to the precast panels, glazing and architectural metal panels have been included on the building. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Community Commercial. The overall goal of the Community Commercial classification is to provide goods and services to the community and often have two or more anchor tenants. STAFF RECOMMENDATION The proposed site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance and Site Plan Ordinance. Staff recommends approval of the site plan for KeeTown Loop subject to remaining staff comments. Fi l e L o c a t i o n : \\ c o r p . t h i n k c o n f l u e n c e . c o m \ d a t a \ D e s M o i n e s \ P r o j e c t \ 2 0 2 1 \ 2 1 0 7 2 _ W a u k e e E n t . D i s t r i c t - M a i n \ 2 1 0 7 2 _ W O R K I N G \ A U T O C A D \ S H E E T S \ 2 4 X 3 6 S I T E P L A N S U B M I T T A L \ L 0 0 0 C O V E R / D r a w n b y : X X / C h e c k e d b y : X X KEETOWN LOOP THE QUARTER AT WAUKEE, LLC C/O HARRY COIN LEGAL ADDRESS OF PROPERTY (NOT ASSIGNED) WAUKEE, IOWA CONFLUENCE PROJECT # 20172 COVER SHEET L000 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION COPYRIGHT © 2020 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. VICINITY MAP below.Know what's Call before you dig. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE INC, AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. (c) COPYRIGHT 2016 BY CONFLUENCE INC. SE ASHWORTH ROAD PROJECT LOCATION SE ASHWORTH ROAD SE PARKVIEW CROSSING DRIVE GRAND PRAIRIE PARKWAY SE ESKER RIDGE DRIVE ZONING AND LAND USE ZONING: K-RR / PD-I AND BOOK 2021 PAGE 27621 EXISTING LAND USE: VACANT OPEN SPACE REQUIREMENTS: 20% APPLICANT/REPAIRER OF SUBMITTAL MATT CARLILE 525 17TH STREET DES MOINES, IA 50309 515-288-4875 E-MAIL: MCARLILE@THINKCONFLUENCE.COM CONTACT: MATT CARLILE SITE SUMMARY TOTAL DISTRICT AREA: 1,191,389.36 SF (27.35 ACRES) IMPERVIOUS SURFACE AREA: 829,357.67 SF (19.04 ACRES) TOTAL BUILDING SURFACE AREA = 141,311.67 SF TOTAL PAVEMENT SURFACE AREA = 134,727.45 SF TOTAL PARKING SPACE SURFACE AREA = 238,013.66 SF TOTAL ROAD SURFACE AREA = 315,304.89 SF PERVIOUS SURFACE AREA: 362,031.69 SF (8.31 ACRES) LEGAL DESCRIPTION THE SHOPS AT KETTLESTONE NORTH PLAT 4 OUTLOT U BUILDING SUMMARY THE VENUE FUTURE BUILDING FOOTPRINT: 36,000 SF BUILDING TYPE: ENTERTAINMENT BUILDING HEIGHT: 45'-0" BUILDING STORIES: 2 STORY *HOTEL FUTURE BUILDING FOOTPRINT: 21,500 SF BUILDING TYPE: HOTEL BUILDING HEIGHT: 55'-0" BUILDING STORIES: 4 STORIES *BUILDING A FUTURE BUILDING FOOTPRINT: 5,000 SF BUILDING TYPE: RETAIL BUILDING HEIGHT: 20'-0" BUILDING STORIES: 1 STORY *BUILDING B FUTURE BUILDING FOOTPRINT: 15,000 SF BUILDING TYPE: RETAIL BUILDING HEIGHT: 20'-0" BUILDING STORIES: 1 STORY *BUILDING C FUTURE BUILDING FOOTPRINT: 6,000 SF BUILDING TYPE: RETAIL BUILDING HEIGHT: 20'-0" BUILDING STORIES: 1 STORY *BUILDING D FUTURE BUILDING FOOTPRINT: 12,500 SF BUILDING TYPE: RETAIL BUILDING HEIGHT: 20'-0" BUILDING STORIES: 1 STORY *BUILDING E FUTURE BUILDING FOOTPRINT: 5,600 SF BUILDING TYPE: RETAIL BUILDING HEIGHT: 20'-0" BUILDING STORIES: 1 STORY *BUILDING F FUTURE BUILDING FOOTPRINT: 15,000 SF BUILDING TYPE: RETAIL BUILDING HEIGHT: 44'-0" BUILDING STORIES: 3 STORY *BUILDING G FUTURE BUILDING FOOTPRINT: 12,500 SF BUILDING TYPE: RETAIL BUILDING HEIGHT: 44'-0" BUILDING STORIES: 3 STORY *BUILDING H FUTURE BUILDING FOOTPRINT: 8,000 SF BUILDING TYPE: RETAIL BUILDING HEIGHT: 44'-0" BUILDING STORIES: 3 STORY *BUILDING I FUTURE BUILDING FOOTPRINT: 5,000 SF BUILDING TYPE: RETAIL BUILDING HEIGHT: 44'-0" BUILDING STORIES: 3 STORY *SQUARE FOOTAGE, BUILDING TYPE, HEIGHT AND STORIES ARE ESTIMATES OF FUTURE DEVELOPMENT AND ARE SUBJECT TO CHANGE. 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 PARKING REQUIREMENTS: REQUIRED PARKING STALLS: 1358 STALLS 20 STALLS / 1,000 SF OF EVENT CENTER AND 1 STALL/3 FIXED SEATS 36,000 @ 20 STALL / 1,000 SF = 720 STALLS 842 SEATS @ 1 STALL /3 FIXED SEATS= 281 STALLS 4 STALLS / 1,000 SF OF RETAIL 83,992 SF @ 4 STALLS / 1,000 = 336 STALLS 1 STALL / 1 GUEST ROOM OF HOTEL AND 5 STALLS/1,000 SF OF ASSOCIATED EATING/DRINKING AREA 136 ROOMS(PER HOTEL) 1 STALL/1 ROOM = 136 STALLS 2,700 SF RESTUARANT/DRINKING AREA @ 5 STALLS /1,000=14 STALLS TOTAL STALLS REQUIRED FOR HOTEL: 150 STALLS TOTAL PARKING STALLS PROVIDED: 1364 (1319 +45 ADA SPACES) ACCESSIBLE STALLS REQUIRED: 24 ACCESSIBLE STALLS PROVIDED: 45 (10 ARE VAN ACCESSIBLE) SHEET INDEX SHEET NUMBER SHEET TITLE L000 COVER SHEET L001 GENERAL NOTES L100 SITE PREPARATION OVERVIEW L101 - L112 SITE PREPARATION ENLARGEMENT L200 LAYOUT PLAN OVERVIEW L201 - L212 LAYOUT PLAN ENLARGEMENT L300 GRADING PLAN OVERVIEW L301 - L312 GRADING PLAN ENLARGEMENT L400 PLANTING PLAN OVERVIEW L401 - L412 PLANTING PLAN ENLARGEMENT L500 - L502 SITE DETAILS L503 PLANTING DETAILS L504 SITE LIGHTING DETAILS L600 - L605 SITE RAMP DETAILS A101 - A202 ARCHITECTURAL SHEETS C100 - C104 CIVIL SHEETS E100 - E200 ELECTRICAL SHEETS O L NAEROF N S C E E WOI A I D L P T C EC T I H A R SS I KENNETH E. HAGEN AIA 6362 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, 2022 SHEETS COVERED BY THIS SEAL: MATT CARLILE ARCHITECT OPN ARCHITECTS 100 Court Avenue Des Moines, IA 50309 PH: (515) 309.0722 KEN HAGEN 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. KENNETH E. HAGEN REGISTRATION #6362 DATE MY REGISTRATION DATE IS: JUNE 30, 2022 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. MATTHEW JAHNKE REGISTRATION #P23173 DATE MY REGISTRATION DATE IS: DECEMBER 31, 2022 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, 2022 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 SI D P E R O F L ON A LAND SURVEYOR COOPER CRAWFORD & ASSOC. 475 S 50th Street WEST DES MOINES, IA 50265 PH: (515) 224-1344 KEVEN CRAWFORD I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. KEVEN CRAWFORD REGISTRATION #P13156 DATE MY REGISTRATION DATE IS: DECEMBER 31, 2022 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 LANDSCAPE REQUIREMENTS STREET TREE PLANTING: 2,650 LF OF FRONTAGE 2,650 LF X 1 TREE / 40LF = 67 STREET TREES REQUIRED 74 STREET TREES PROVIDED OFF STREET PARKING: PARKING LOT ISLANDS 135 OVERSTORY TREE/ISLAND REQUIRED 142 OVERSTORY TREE/ISLAND PROVIDED RESIDENTIAL BUFFER: 800 LF OF FRONTAGE 800 X 1.5 OVERSTORY TREES / 50 LF =24 OVERSTORY TREES REQUIRED 24 OVERSTORY TREES PROVIDED 800 LF X 2.5 EVERGREEN TREES / 50 LF =40 EVERGREEN TREES REQUIRED 45 EVERGREEN TREES PROVIDED 800 LF X 2.5 ORNAMENTAL TREES / 50 LF =40 ORNAMENTAL TREES REQUIRED 43 ORNAMENTAL TREES PROVIDED 800 LF X 15 SHRUBS / 50 LF = 240 SHRUBS REQUIRED 258 SHRUBS PROVIDED OPEN SPACE REQUIREMENTS: AREA REQUIREMENT: 1,191,389.36 SF TOTAL AREA (WITHIN LIMITS OF CONSTRUCTION) 20% REQUIRED OPEN SPACE (237,828.40 SF) 42% PROVIDED OPEN SPACE (496,759.14 SF) 27.1% 134,727.45 SF IMPERVIOUS OPEN SPACE 72.9% 362,031.69 SF PERVIOUS OPEN SPACE PLANTING REQUIREMENTS: 1.5 OVERSTORY TREE, .5 UNDERSTORY TREE AND TWO SHRUBS PER 1,000 SF OF REQUIRED OPEN SPACE. SHRUBS PROVIDED: 583 TREES PROVIDED: 476 OVERSTORY = 238 = 50% UNDERSTORY = 119 = 25% EVERGREEN = 119 = 25% ≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN ≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORY OVERSTORY TREES: 237,828.40 SF X 1.5/1,000 SF = 357 OVERSTORY TREES REQUIRED 357 OVERSTORY TREES PROVIDED UNDERSTORY TREES: 237,828.40 SF X .5/1,000 SF= 119 UNDERSTORY TREES REQUIRED 119 UNDERSTORY TREES PROVIDED SHRUBS:237,828.40 SF X 2/1,000 SF = 476 SHRUBS REQUIRED 583 SHRUBS PROVIDED VENUE LOADING DOCK BUFFER (INCLUDED IN OPEN SPACE REQUIREMENT TREES): 190 LF OF FRONTAGE 190 X 1.5 OVERSTORY TREES / 50 LF =6 OVERSTORY TREES REQUIRED 11 OVERSTORY TREES PROVIDED 190 LF X 2.5 EVERGREEN TREES / 50 LF =10 EVERGREEN TREES REQUIRED 10 EVERGREEN TREES PROVIDED 190 LF X 2.5 ORNAMENTAL TREES / 50 LF =10 ORNAMENTAL TREES REQUIRED 10 ORNAMENTAL TREES PROVIDED 190 LF X 15 SHRUBS / 50 LF = 57 SHRUBS REQUIRED 57 SHRUBS PROVIDED ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 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 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 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 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 2020 EDITION WAUKEE STANDARD SPECIFICATIONS INCLUDING ALL APPLICABLE PERMITS. I.ALL PROPOSED ELEMENTS 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. 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.GENERAL PERMIT No.2 AND COSESCO PERMITS ARE REQUIRED FOR THIS PROJECT. 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 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 CONCRETE ASPHALT T ASHWORTH ROAD W W W W W W W W W W W W W W EX. 20.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 50.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 S.E . P A R K V I E W C R O S S I N G D R . EX. 65.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 ST SST S ST ST ST S ST ST S ST S ST ST S ST S TR ST TR 20IN" TREE 20IN" TREE 20IN" TREE 30IN" TREE 40IN" TREE 20IN" TREE 20IN" TREE 12IN" TREE6IN" TREE S S S S S TR TR S S POWER POLE PHONE RISER ST S.E. E S K E R R I D G E D R I V E GR A N D P R A I R I E P A R K W A Y P.O.B. SW CORNER OF OUTLOT 'V' THE SHOPS AT KETTLESTONE NORTH PLAT 4 BK. 2017 PG. 3256 OW N E R : CH A R L E S G O O D A L L 323 3 A S H W O R T H R D WAU K E E I A 5 0 2 6 3 EX. 50.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 20.00' STORM SEWER EASEMENT BK. 2018 PG. 14402 EX. DETENTION EASEMENT BK. 2018 PG. 14411 1045 1046 1047 1048 1049 1044 1043 1042 1041 1039 1040 1035 1030 1038 1037 1036 1034 1033 1032 1031 1032 1029 1045 1046 1047 1048 1049 1044 1043 1042 1041 1040 1039 1038 1037 1036 1035 1034 1033 1032 1025 1024 1023 1022 1026 1027 1028 1045 1045 104 0 1040 1040 1040 1035 103 5 1035 103 0 1030 1030 1030 1030 1030 10 4 0 1031 1031 10311031 1029 102 9 1028 1027 1031 1032 1032 1032 10 3 1 103 1 103 2 103 3 103 4 103 3 1034 1034 1034 1036 10 3 6 1033 10 3 2 1034 1034 1033 1033 1034 1032 1031 103 1 102 9 10 2 8 1028 1028 1036 1036 103 6 1037 1037 10 3 7 1038 1039 1 0 3 9 10 3 8 10 3 7 1 0 3 7 1037 1037 1036 1041 10 4 1 1041 1039 1038 1041 104 2 104 3 10 4 0 104 4 104 3 104 4 104 3 1042 104 2 1041 1042 1041 1 0 4 1 1 0 4 2 1037 102 9 103 1 103 2 103 3 103 4 103 6 103 7 103 8 103 9 104 1104 2 104 3 104 4 104 6 104 7 104 8 104 5 10 4 4 104 3 104 2 10 4 1 104 0 10 3 8 10 3 9 Lay Down Area L1 0 4 M A T C H L I N E L1 0 8 M A T C H L I N E L102 MATCHLINE L101 MATCHLINE L1 0 1 M A T C H L I N E L103 MATCHLINE L1 0 4 M A T C H L I N E L1 0 2 M A T C H L I N E L1 0 5 M A T C H L I N E L102 MATCHLINE L1 0 3 M A T C H L I N E L1 0 6 M A T C H L I N E L1 0 6 M A T C H L I N E L1 1 0 M A T C H L I N E L104 MATCHLINE L105 MATCHLINE L105 MATCHLINE L106 MATCHLINE L106 MATCHLINE L107 MATCHLINE L110 MATCHLINE L111 MATCHLINE L109 MATCHLINE L110 MATCHLINE L108 MATCHLINE L109 MATCHLINE L1 0 5 M A T C H L I N E L1 0 9 M A T C H L I N E L1 0 7 M A T C H L I N E L1 1 1 M A T C H L I N E L1 0 7 M A T C H L I N E L112 MATCHLINE L112 MATCHLINE L103 MATCHLINE PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L100 SITE PREPARATION OVERVIEW SITE PREPARATION OVERVIEW01 L100 80'160'40'0' SCALE:1"=80' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. B.COOPER CRAWFORD & ASSOCIATES, 475 S 50TH STREET SUITE 800, WEST DES MOINES, IOWA 50265 (515-224-1344) PREPARED THE SURVEY FOR THIS PROJECT. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY ANY DISCREPANCIES BETWEEN THE SURVEY AND FIELD CONDITIONS. C.THE CONTRACTOR SHALL NOTIFY THE 811 ONE CALL CENTER TO REQUEST THE LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION AREA 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. D.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. E.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. F.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. 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. W S 40IN" TREE 20IN" TREE 20IN" TREE 12IN" TREE6IN" TREE 1045 1046 1044 1043 1042 1041 1039 1040 1038 1037 1045 1046 1047 1048 1049 1044 1043 1042 1041 1040 1045 104 0 103 8 103 9 104 1 104 2 104 3 104 4 104 6 104 7 104 8 104 5 10 4 4 10 4 3 10 4 2 104 1 104 0 10 3 8 10 3 9 3 1 5 09 L-503 5 7 7 SE P A R K V I E W C R O S S I N G D R SE P A R K V I E W C R O S S I N G D R L102 MATCHLINE L101 MATCHLINE L1 0 1 M A T C H L I N E L1 0 4 M A T C H L I N E O O OOO O O O O O O O O O O O O O OOO O O O O O O O O O O O 40" CAL. EXISTING TREE TO REMAIN. 20" CAL. EXISTING TREE TO REMAIN. 6" CAL. EXISTING TREE TO REMAIN. 6" CAL. EXISTING TREE TO REMAIN. 20" CAL. EXISTING TREE TO REMAIN. KEYNOTES FUTURE ENTRY, TYPE A SUDAS, PCC PAVEMENT TYPE 3, SEE DETAIL 03/L500 PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. TOPSOIL LOCATION PROTECT & PRESERVE EXISTING TREE REMOVE AND LEGALLY DISPOSE OF EXISTING PCC WALK SLAB REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER REMOVE AND RELOCATE EXISTING STREET LIGHT 50' SOUTH OF EXISTING LOCATION. SEE ELECTRICAL SHEETS AND LAYOUT SHEETS FOR PLACEMENT. 1 2 4 5 3 6 7 8 PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L101 SITE PREPARATION ENLARGEMENT SITE PREPARATION ENLARGEMENT01 L101 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W ST S ST ST S 1035 1030 1037 1036 1034 1033 1032 1031 1032 1029 1040 1039 1038 1037 1036 1035 1034 1033 1032 103 5 103 0 102 9 103 1 103 2 103 3 103 4 103 6 103 7 103 8 10 3 8 3 3 1 1 1 7 7 7 8 SE P A R K V I E W C R O S S I N G D R SE P A R K V I E W C R O S S I N G D R L102 MATCHLINE L101 MATCHLINE L103 MATCHLINE L1 0 2 M A T C H L I N E L1 0 5 M A T C H L I N E L102 MATCHLINE DEMO AND SALVAGE STREETLIGHT CITY TO RELOCATE STREETLIGHT AT DEVELOPERS EXPENSE. KEYNOTES FUTURE ENTRY, TYPE A SUDAS, PCC PAVEMENT TYPE 3, SEE DETAIL 03/L500 PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. TOPSOIL LOCATION PROTECT & PRESERVE EXISTING TREE REMOVE AND LEGALLY DISPOSE OF EXISTING PCC WALK SLAB REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER REMOVE AND RELOCATE EXISTING STREET LIGHT 50' SOUTH OF EXISTING LOCATION. SEE ELECTRICAL SHEETS AND LAYOUT SHEETS FOR PLACEMENT. 1 2 4 5 3 6 7 8 PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L102 SITE PREPARATION ENLARGEMENT SITE PREPARATION ENLARGEMENT01 L102 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. T W SST S ST ST ST P.O.B. SW CORNER OF CH A R L E S G O O D A L L 323 3 A S H W O R T H R D WA U K E E I A 5 0 2 6 3 EX. 50.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 20.00' STORM SEWER EASEMENT BK. 2018 PG. 14402 EX. DETENTION EASEMENT BK. 2018 PG. 14411 1029 1025 1024 1023 1022 1026 1027 1028 102 9 1028 3 3 3 1 7 7 3 L1 0 3 M A T C H L I N E L103 MATCHLINE L102 MATCHLINE L1 0 3 M A T C H L I N E L1 0 6 M A T C H L I N E L1 0 7 M A T C H L I N E L112 MATCHLINE L103 MATCHLINE KEYNOTES FUTURE ENTRY, TYPE A SUDAS, PCC PAVEMENT TYPE 3, SEE DETAIL 03/L500 PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. TOPSOIL LOCATION PROTECT & PRESERVE EXISTING TREE REMOVE AND LEGALLY DISPOSE OF EXISTING PCC WALK SLAB REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER REMOVE AND RELOCATE EXISTING STREET LIGHT 50' SOUTH OF EXISTING LOCATION. SEE ELECTRICAL SHEETS AND LAYOUT SHEETS FOR PLACEMENT. 1 2 4 5 3 6 7 8 PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L103 SITE PREPARATION ENLARGEMENT SITE PREPARATION ENLARGEMENT01 L103 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W S.E . P A R K V I E W C R O S S I N G D R . S ST 1045 1041 10 4 1 104 2 104 3 10 4 0 104 4 104 3 104 4 104 6 104 7 104 8 104 5 10 4 4 10 4 3 10 4 2 10 4 1 4 3 3 SE P A R K V I E W C R O S S I N G D R L1 0 4 M A T C H L I N E L1 0 8 M A T C H L I N E L1 0 1 M A T C H L I N E L1 0 4 M A T C H L I N E L104 MATCHLINE L105 MATCHLINE KEYNOTES FUTURE ENTRY, TYPE A SUDAS, PCC PAVEMENT TYPE 3, SEE DETAIL 03/L500 PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. TOPSOIL LOCATION PROTECT & PRESERVE EXISTING TREE REMOVE AND LEGALLY DISPOSE OF EXISTING PCC WALK SLAB REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER REMOVE AND RELOCATE EXISTING STREET LIGHT 50' SOUTH OF EXISTING LOCATION. SEE ELECTRICAL SHEETS AND LAYOUT SHEETS FOR PLACEMENT. 1 2 4 5 3 6 7 8 PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L104 SITE PREPARATION ENLARGEMENT SITE PREPARATION ENLARGEMENT01 L104 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W ST S ST 1040 1035 1035 103 4 103 3 1034 1034 1034 1036 1036 103 6 1037 1037 1038 1039 1037 1037 1036 1041 1041 104 2 104 1 104 0 3 1 1 7 7 SE P A R K V I E W C R O S S I N G D R SE P A R K V I E W C R O S S I N G D R L1 0 2 M A T C H L I N E L1 0 5 M A T C H L I N E L105 MATCHLINE L105 MATCHLINE L106 MATCHLINE L1 0 5 M A T C H L I N E L1 0 9 M A T C H L I N E KEYNOTES FUTURE ENTRY, TYPE A SUDAS, PCC PAVEMENT TYPE 3, SEE DETAIL 03/L500 PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. TOPSOIL LOCATION PROTECT & PRESERVE EXISTING TREE REMOVE AND LEGALLY DISPOSE OF EXISTING PCC WALK SLAB REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER REMOVE AND RELOCATE EXISTING STREET LIGHT 50' SOUTH OF EXISTING LOCATION. SEE ELECTRICAL SHEETS AND LAYOUT SHEETS FOR PLACEMENT. 1 2 4 5 3 6 7 8 PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L105 SITE PREPARATION ENLARGEMENT SITE PREPARATION ENLARGEMENT01 L105 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. S ST 1035 1030 1030 102 9 1031 1032 1032 10 3 1 103 1 103 2 103 3 1036 10 3 6 1033 10 3 2 1034 102 9 4 4 3 1 L1 0 2 M A T C H L I N E L1 0 3 M A T C H L I N E L1 0 6 M A T C H L I N E L1 0 6 M A T C H L I N E L1 1 0 M A T C H L I N E L106 MATCHLINE L106 MATCHLINE L107 MATCHLINE KEYNOTES FUTURE ENTRY, TYPE A SUDAS, PCC PAVEMENT TYPE 3, SEE DETAIL 03/L500 PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. TOPSOIL LOCATION PROTECT & PRESERVE EXISTING TREE REMOVE AND LEGALLY DISPOSE OF EXISTING PCC WALK SLAB REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER REMOVE AND RELOCATE EXISTING STREET LIGHT 50' SOUTH OF EXISTING LOCATION. SEE ELECTRICAL SHEETS AND LAYOUT SHEETS FOR PLACEMENT. 1 2 4 5 3 6 7 8 PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L106 SITE PREPARATION ENLARGEMENT SITE PREPARATION ENLARGEMENT01 L106 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. T ASHWORTH ROA D W EX. 50.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 S POWER POLE PHONE RISER 1030 10311031 1029 102 9 1028 1027 1031 10 2 8 1028 3 1 7 L1 0 3 M A T C H L I N E L1 0 7 M A T C H L I N E L1 1 2 M A T C H L I N E L1 0 3 M A T C H L I N E L1 0 6 M A T C H L I N E L106 MATCHLINE L107 MATCHLINE L1 0 7 M A T C H L I N E L1 1 1 M A T C H L I N E L1 0 7 M A T C H L I N E KEYNOTES FUTURE ENTRY, TYPE A SUDAS, PCC PAVEMENT TYPE 3, SEE DETAIL 03/L500 PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. TOPSOIL LOCATION PROTECT & PRESERVE EXISTING TREE REMOVE AND LEGALLY DISPOSE OF EXISTING PCC WALK SLAB REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER REMOVE AND RELOCATE EXISTING STREET LIGHT 50' SOUTH OF EXISTING LOCATION. SEE ELECTRICAL SHEETS AND LAYOUT SHEETS FOR PLACEMENT. 1 2 4 5 3 6 7 8 PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L107 SITE PREPARATION ENLARGEMENT SITE PREPARATION ENLARGEMENT01 L107 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W S S 1040 10 4 0 1034 1034 1033 1036 10 3 7 1 0 3 9 10 3 8 10 3 7 1 0 3 7 1041 1039 1038 1 0 4 1 1 0 4 2 1037 3 1 1 6 2 7 8 L109 MATCHLINE L110 MATCHLINE L108 MATCHLINE L109 MATCHLINE L1 0 5 M A T C H L I N E L1 0 9 M A T C H L I N E PROTECT EXISTING STREETLIGHT DEMO AND SALVAGE STREETLIGHT CITY TO RELOCATE STREETLIGHT AT DEVELOPERS EXPENSE. KEYNOTES FUTURE ENTRY, TYPE A SUDAS, PCC PAVEMENT TYPE 3, SEE DETAIL 03/L500 PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. TOPSOIL LOCATION PROTECT & PRESERVE EXISTING TREE REMOVE AND LEGALLY DISPOSE OF EXISTING PCC WALK SLAB REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER REMOVE AND RELOCATE EXISTING STREET LIGHT 50' SOUTH OF EXISTING LOCATION. SEE ELECTRICAL SHEETS AND LAYOUT SHEETS FOR PLACEMENT. 1 2 4 5 3 6 7 8 PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L108 SITE PREPARATION ENLARGEMENT SITE PREPARATION ENLARGEMENT01 L108 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W EX. 20.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 ST S ST S TR ST TR ST S.E. E S K E R R I D G E D R I V E 1040 104 4 104 3 1042 104 2 1041 1042 1041 1 0 4 2 4 2 3 1 2 7 L1 0 4 M A T C H L I N E L1 0 8 M A T C H L I N E L108 MATCHLINE L109 MATCHLINE PROTECT EXISTING SANITARY LINE PROTECT EXISTING STREETLIGHT KEYNOTES FUTURE ENTRY, TYPE A SUDAS, PCC PAVEMENT TYPE 3, SEE DETAIL 03/L500 PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. TOPSOIL LOCATION PROTECT & PRESERVE EXISTING TREE REMOVE AND LEGALLY DISPOSE OF EXISTING PCC WALK SLAB REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER REMOVE AND RELOCATE EXISTING STREET LIGHT 50' SOUTH OF EXISTING LOCATION. SEE ELECTRICAL SHEETS AND LAYOUT SHEETS FOR PLACEMENT. 1 2 4 5 3 6 7 8 PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L108 SITE PREPARATION ENLARGEMENT SITE PREPARATION ENLARGEMENT01 L108 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 S GR A N D P R A I R I E P A R K W A Y 1030 1030 1031 1032 10 3 6 1033 1033 1034 1032 1031 103 1 4 3 2 2 2 L1 0 6 M A T C H L I N E L1 1 0 M A T C H L I N E L110 MATCHLINE L111 MATCHLINE L110 MATCHLINE PROTECT EXISTING WATER LINE PROTECT EXISTING STORMWATER LINE PROTECT EXISTING SANITARY LINE PROTECT EXISTING STREETLIGHT PROTECT EXISTING STREETLIGHT KEYNOTES FUTURE ENTRY, TYPE A SUDAS, PCC PAVEMENT TYPE 3, SEE DETAIL 03/L500 PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. TOPSOIL LOCATION PROTECT & PRESERVE EXISTING TREE REMOVE AND LEGALLY DISPOSE OF EXISTING PCC WALK SLAB REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER REMOVE AND RELOCATE EXISTING STREET LIGHT 50' SOUTH OF EXISTING LOCATION. SEE ELECTRICAL SHEETS AND LAYOUT SHEETS FOR PLACEMENT. 1 2 4 5 3 6 7 8 PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L110 SITE PREPARATION ENLARGEMENT SITE PREPARATION ENLARGEMENT01 L110 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. CONCRETE ASHWORTH ROA D W W W W EX. 65.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 S S TR TR S 1030 1031 1031 1029 2 3 2 3 L110 MATCHLINE L111 MATCHLINE L1 0 7 M A T C H L I N E L1 1 1 M A T C H L I N E KEYNOTES FUTURE ENTRY, TYPE A SUDAS, PCC PAVEMENT TYPE 3, SEE DETAIL 03/L500 PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. TOPSOIL LOCATION PROTECT & PRESERVE EXISTING TREE REMOVE AND LEGALLY DISPOSE OF EXISTING PCC WALK SLAB REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER REMOVE AND RELOCATE EXISTING STREET LIGHT 50' SOUTH OF EXISTING LOCATION. SEE ELECTRICAL SHEETS AND LAYOUT SHEETS FOR PLACEMENT. 1 2 4 5 3 6 7 8 PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 20'40'10'0' SCALE:1"=20' L111 SITE PREPARATION ENLARGEMENT SITE PREPARATION ENLARGEMENT01 L111 GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. ASPHALT T SST PHONE RISER P.O.B. SW CORNER OF OUTLOT 'V' THE SHOPS AT KETTLESTONE NORTH PLAT 4 BK. 2017 PG. 3256 2 2 3 3 L1 0 3 M A T C H L I N E L1 0 7 M A T C H L I N E L1 1 2 M A T C H L I N E L1 0 7 M A T C H L I N E L112 MATCHLINE L112 MATCHLINE L103 MATCHLINE KEYNOTES FUTURE ENTRY, TYPE A SUDAS, PCC PAVEMENT TYPE 3, SEE DETAIL 03/L500 PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. TOPSOIL LOCATION PROTECT & PRESERVE EXISTING TREE REMOVE AND LEGALLY DISPOSE OF EXISTING PCC WALK SLAB REMOVE AND LEGALLY DISPOSE OF EXISTING PCC CURB AND GUTTER REMOVE AND RELOCATE EXISTING STREET LIGHT 50' SOUTH OF EXISTING LOCATION. SEE ELECTRICAL SHEETS AND LAYOUT SHEETS FOR PLACEMENT. 1 2 4 5 3 6 7 8 PAVEMENT LEGEND (SITE): FUTURE TYPE A SUDAS ENTRY DRIVE (8" DEPTH) GRADING EXTENTS TOPSOIL LOCATION LAYDOWN AREA EXISTING SIDEWALK PCC SIDEWALK PCC REMOVAL PCC CURB AND GUTTER REMOVAL PRESERVE AND PROTECT EXISTING TREE, SEE DETAIL 09/L503 O O O O ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 20'40'10'0' SCALE:1"=20' L112 SITE PREPARATION ELARGEMENT SITE PREPARATION ELARGEMENT01 L112 GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. CONCRETE ASPHALT T ASHWORTH ROA D W W W W W W W W W W W W W W EX. 20.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 50.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 S.E . P A R K V I E W C R O S S I N G D R . EX. 65.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 ST SST S ST ST ST S ST ST S ST S ST ST S ST S TR ST TR 20IN" TREE 6IN" TREE S S S S S TR TR S S POWER POLE PHONE RISER ST S.E. E S K E R R I D G E D R I V E GR A N D P R A I R I E P A R K W A Y P.O.B. SW CORNER OF OUTLOT 'V' THE SHOPS AT KETTLESTONE NORTH PLAT 4 BK. 2017 PG. 3256 OW N E R : CH A R L E S G O O D A L L 323 3 A S H W O R T H R D WAU K E E I A 5 0 2 6 3 EX. 50.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 20.00' STORM SEWER EASEMENT BK. 2018 PG. 14402 EX. DETENTION EASEMENT BK. 2018 PG. 14411 PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E VENUE LIMITS OF CONSTRUCTION VE N U E L I M I T S O F C O N S T R U C T I O N VE N U E L I M I T S O F C O N S T R U C T I O N VENUE LIMITS OF CONSTRUCTION 50 ' B U I L D I N G S E T B A C K 3 0 4 ' - 0 " 35 9 ' - 0 " 25 1 ' - 1 0 " 27 8 ' - 9 " 26 3 ' - 9 " 19 6 ' - 2 " 361'-9" 522'-3" L2 0 4 M A T C H L I N E L2 0 8 M A T C H L I N E L202 MATCHLINE L201 MATCHLINE L2 0 1 M A T C H L I N E L203 MATCHLINE L2 0 4 M A T C H L I N E L2 0 5 M A T C H L I N E L2 0 3 M A T C H L I N E L2 0 6 M A T C H L I N E L2 0 6 M A T C H L I N E L2 1 0 M A T C H L I N E L204 MATCHLINE L205 MATCHLINE L205 MATCHLINE L206 MATCHLINE L206 MATCHLINE L210 MATCHLINE L211 MATCHLINE L209 MATCHLINE L210 MATCHLINE L208 MATCHLINE L209 MATCHLINE L2 0 5 M A T C H L I N E L2 0 9 M A T C H L I N E L2 0 7 M A T C H L I N E L2 1 1 M A T C H L I N E L2 0 7 M A T C H L I N E L2 0 2 M A T C H L I N E L202 MATCHLINE L212 MATCHLINE L203 MATCHLINE L212 MATCHLINE L207 MATCHLINE PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L200 LAYOUT PLAN OVERVIEW LAYOUT PLAN OVERVIEW01 L200 80'160'40'0' SCALE:1"=80' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. B.COOPER CRAWFORD & ASSOCIATES, 475 S 50TH STREET SUITE 800, WEST DES MOINES, IOWA 50265 (515-224-1344) PREPARED THE SURVEY FOR THIS PROJECT. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY ANY DISCREPANCIES BETWEEN THE SURVEY AND FIELD CONDITIONS. C.THE CONTRACTOR SHALL NOTIFY THE 811 ONE CALL CENTER TO REQUEST THE LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION AREA 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. D.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. E.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. F.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. SITE LAYOUT NOTES A.ALL CURB AND GUTTER DIMENSIONS ARE TO FACE 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 KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 CONCRETE PAVERS, SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK RAISED CROSSWALK MOUNTABLE (ROLL) CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE DETAIL 11/L501 TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 09/L501 STOP SIGN, SEE DETAIL 08/L501 DO NOT ENTER SIGN, SEE DETAIL 07/L501 PCC STAIRS, SEE DETAIL 03/L502 POTENTIAL TRASH ENCLOSURE LOCATION STANDARD 6' PCC WHEEL STOP INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 17 18 19 20 21 22 W S 20IN" TREE 6IN" TREE LI M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION 13 25'-0"37'-0"25'-0"24'-0"19'-6" 24'-6"19'-6" 10'-0" 18'-6"19'-6" 18'-6"10'-0"18'-6"25'-0" 19'-0" TYP. 25 ' - 0 " 8'-0" 63 ' - 0 " 21 ' - 0 " 25 ' - 0 " 9' - 0 " 72 ' - 0 " 72 ' - 0 " 24 ' - 6 " 19 ' - 6 " 6' - 0 " 9' - 6 " 10 8 ' - 0 " 9' - 6 " 10 8 ' - 0 " 9' - 6 " 9' - 6 " 10 ' - 0 " 63 ' - 0 " 9' - 0 " TY P . 63 ' - 0 " 9' - 0 " TY P . 72 ' - 0 " 9' - 6 " 6' - 0 " 9' - 0 " 6' - 6 " 14'-6" 9' - 0 " 6' - 0 " 10 8 ' - 0 " 9'-0" TYP. 108'-0"117'-0"9'-6" 9' - 0 " R 2 4 ' - 6 " R24 ' - 6 " R24 ' - 6 " R 2 4 ' - 6 " R2 1 4 ' R 4 ' - 6 " R4'-6 " R4'- 6 " R 4 ' - 6 " R 4 ' - 6 " 2' - 7 " 12 ' - 0 " 28'-0" 11 ' - 6 " 11 ' - 6 " R4' - 6 " TYPICAL OF 3 6' - 6 " 14'-6" 14'-6" 14'-6" 19'-0" 19 ' - 0 " TY P . 19 ' - 0 " 21'-0" TYPICAL OF 3 28'-0" R4'-6 " TYP. R 6 ' - 6 " R4'-6" R 4 ' - 6 " R4 ' - 6 " R4 ' - 6 "R4'- 6 " R 4 ' - 6 " R6'- 6 " R4'- 6 " R 6 ' - 6 " R4'-6" TYPICAL OF 3 24'-0" 11 ' - 0 " 9' - 0 " 11 ' - 0 " 37'-0" 18'-0" 9' - 0 " 9' - 0 " 15 ' - 6 " 25 ' - 2 " 5'-0" 6'- 0 " 18 ' - 1 0 " 1 1 1 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 555 5 5 5 55 5 5 5 8 10 10 10 10 10 10 13 14 131313 13 13 3 3 3 33 3 3 333 3 3 3 3 3 3 3 3 3 22 2 2 2 2 2 2 2 222 2222 2 2 2 2 2 R 4 ' - 6 " R 4 ' - 6 " R4'- 6 " 37'-0"25'-0"37'-0"25'-0"25'-0" 9' - 6 " 19 ' - 0 " 9' - 6 " 9' - 0 " TY P . 19'-0" TYP. 9' - 0 " TY P . 19'-0" TYP. 9'-6"9'-6"9'-6" 9'-0"R4'-6 " R 4 ' - 6 " 37'-0" TYPICAL OF 3 28'-0" R 4 ' - 6 " R4'-6 " 9' - 0 " R4'-6" R 4 ' - 6 " R4'- 6 " R 4 ' - 6 " 9' - 6 " R4' - 6 " 14'-0"14'-0" 9' - 0 " 9' - 0 " 14'-6" 34'-0" 9' - 6 " 9' - 6 " 9' - 6 " 37'-0"25'-0"37'-0"25'-0"37'-0"25'-0"19'-0"25'-0"19'-0" 9' - 6 " 9' - 6 " R 4 ' - 6 " R4'-6" 9' - 6 " 19'-0" TYP. 9' - 0 " TY P . 9'-0" TYP. 19 ' - 0 " TY P . 10 10 10 1010 1010 10 9' - 0 " 11 ' - 0 " 10 10 10 10 10 10 10 R4'-6 " TYP . R 4 ' - 6 " T Y P . 10'-0" 5'-0" 19'-0" 10 ' P A R K I N G S E T B A C K R4 4 ' - 3 " R5 0 ' 31 ' - 7 " R6'- 6 " R4'- 6 " 05 L500 05 L500 38'-0" TYP. 19'-0" TYP. 9' - 0 " TY P . 38'-0" TYP. 6 4'-6" R9' - 6 " 12 ' - 6 " 12 ' - 6 " 10 10 10 8'-10" 21 21 21 21 21 13 18 ' - 0 " 18 ' - 0 " 1 L202 MATCHLINE L201 MATCHLINE L2 0 1 M A T C H L I N E L2 0 4 M A T C H L I N E L2 0 5 M A T C H L I N E PAVEMENT MARKINGS WITHIN ROW ARE TO UTILIZE DURABLE MARKINGS. MARKINGS ARE TO BE INTERNATIONAL CROSSING BARS(TYP.) 22 22 NEW ENTRY TO MEET EXISTING ROAD PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L201 LAYOUT PLAN ENLARGEMENT LAYOUT PLAN ENLARGEMENT01 L201 20'40'10'0' SCALE:1"=20' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W ST S ST ST S PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E VE N U E L I M I T S O F C O N S T R U C T I O N PA R K V I E W C R O S S I N G D R I V E LI M I T S O F C O N S T R U C T I O N 10 ' - 0 " 3 10'-0" R 2 5 ' 19'-4" R15 ' R24'-6" R 2 5 ' 40'-5" 9' - 6 " 27 ' - 0 " R24' - 6 " R4' - 6 " R9'- 6 " 24 ' - 0 " 19'-6"8'-0" 8'-0"28'-0" 28'-0" 37'-0"25'-0"37'-0"25'-0"37'-0"25'-0" 81'-0" 9'-0" TYP. 9'-6"81'-0" 9' - 6 " 9' - 0 " TY P . 9' - 0 " TY P . 19 ' - 6 " 24 ' - 6 " 15 ' - 0 " 9' - 6 " 9' - 0 " 54 ' - 0 " 24 ' - 0 " 90 ' - 0 " 9' - 0 " 5' - 0 " 6' - 0 " 10 8 ' - 0 " 9' - 6 " 4' - 0 " 9' - 6 " 54 ' - 0 " 9' - 6 " 9' - 6 " 9' - 6 " 9' - 0 " TY P . 24 ' - 0 " 6' - 0 " 9' - 6 " 9' - 0 " TY P . 90 ' - 0 " 9' - 0 " 9' - 0 " TY P . 9' - 0 " 9' - 0 " 9' - 0 " 6 8'-0" R1 1 2 ' 33'-5" 14'-8" 13'-9" 15 ' - 0 " 37'-0"R6" R 6 " R4' - 6 " R4' - 6 " R4'-6 " R 4 ' - 6 " R4'- 6 " TYPICAL OF 3 R4'- 6 " TYP . R4' - 6 " R 4 ' - 6 " R4'-6 " 28'-0" 15 ' - 0 " 15 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 13 ' - 0 " 19 ' - 0 " TY P . 9'-0" 14 ' - 6 " 13'-10" 10'-3" 11 ' - 7 " 9' - 8 " R 4 ' - 6 " R9 9 ' - 6 " 13'-11" 1 1 1 1 1 1 1 3 3 5 5 5 5 5 5 5 5 55 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 15 10 10 10 10 10 9 9 9 9 9 9 9 9 13131313 13 13 1313 13 13 13 13 13 13 13 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 16 16 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 99 ' - 0 " 9' - 6 " 19 ' - 0 " 19'-0" 15 9'-6"9'-6"9'-6" 63 ' - 0 " 9' - 6 " 9' - 6 " 9' - 6 " 9' - 6 " 9' - 6 " 9' - 6 " R4'- 6 " TYP . R4' - 6 " 9'-0" TYP. 19 ' - 0 " TY P . R 4 ' - 6 " R 4 ' - 6 " R4'-6"9' - 0 " 38'-0" TYPICAL OF 3 R 2 4 ' - 6 " 37'-11" TYPICAL OF 3 9' - 0 " 8' - 6 " 9' - 0 " 9' - 6 " 5' - 0 " 8' - 0 " 9' - 6 " 9' - 6 " 8' - 6 " 9' - 6 " 5' - 0 " 8' - 0 " 19'-0"25'-0" 19'-0" TYP. 9' - 0 " TY P . 19'-0" TYP. 19'-0" 9' - 6 " 13 R4'-6" TYP. TYPICAL OF 3 9' - 0 " 10 28'-0" 5'-0" 5'-0" 8'-10" 11 ' - 5 " 6'-0" 6' - 5 " 13 1 10'-0" 10'-0" 6' - 0 " 11 ' - 0 " 9'-1 1 " 16 4 ' - 1 1 " 10 ' - 0 " 13 23 ' - 6 " 23 ' - 0 " NEW ENTRY TO MEET EXISTING ROAD VE N U E L I M I T S O F C O N S T R U C T I O N 10 ' P A R K I N G S E T B A C K 10 ' P A R K I N G S E T B A C K 05 L500 05 L500 05 L500 R24 ' - 6 " 6' - 1 1 " 6 6 19'-0" TYP. 9' - 0 " TY P . 38'-0" TYP. 19'-0" TYP. 9' - 0 " TY P . 38'-0" TYP. 38'-0" TYP. 21 R4 ' - 6 " TY P . R 5 ' 9'-7" 28'-5" 36'-1" 21 21 21 R4'- 6 " 18 ' - 0 " 18 ' - 0 " R4' - 6 " 1 L202 MATCHLINE L201 MATCHLINE L203 MATCHLINE L2 0 5 M A T C H L I N E L2 0 2 M A T C H L I N E L202 MATCHLINE R 1 0 ' R8' 7'-4"3'-4"R1 9 5 ' 22 6 22 NEW ENTRY TO MEET EXISTING ROAD MOVE EXITING STREET LIGHT 80' NORTH KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 CONCRETE PAVERS, SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK RAISED CROSSWALK MOUNTABLE (ROLL) CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE DETAIL 11/L501 TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 09/L501 STOP SIGN, SEE DETAIL 08/L501 DO NOT ENTER SIGN, SEE DETAIL 07/L501 PCC STAIRS, SEE DETAIL 03/L502 POTENTIAL TRASH ENCLOSURE LOCATION STANDARD 6' PCC WHEEL STOP INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 17 18 19 20 21 22 PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L202 LAYOUT PLAN ENLARGEMENT LAYOUT PLAN ENLARGEMENT01 L202 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. T W SST S ST ST ST P.O.B. SW CORNER OF CH A R L E S G O O D A L L 323 3 A S H W O R T H R D WA U K E E I A 5 0 2 6 3 EX. 50.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 20.00' STORM SEWER EASEMENT BK. 2018 PG. 14402 EX. DETENTION EASEMENT BK. 2018 PG. 14411 PR O P E R T Y L I N E S. E . PA R K V I E W C R O S S I N G D R I V E LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N LIMITS OF CON S T R U C T I O N R 2 5 ' R15 ' 9'-6"99'-0" 9' - 6 " 90 ' - 0 " 24 ' - 6 " 37 ' - 0 " 25 ' - 0 " 37 ' - 0 " 25 ' - 0 " 25 ' - 0 " 15 ' - 0 " 9'- 6 " 24'- 0 " 24'-0" 10'-9" 9'-6" R4 ' R 4 ' - 6 " R9'- 6 " R 4 ' - 6 " R4'-6" 1'- 0 " R9'- 6 " R 4 ' - 6 " R 1 0 ' - 6 " 9'-6" 24'-0" 63 ' - 0 " 19'-0" T Y P . 9'- 0 " TY P . 9' - 6 " R9' - 6 " 81'-0"9'-6"81'-0" R24'- 6 " R 2 4 ' - 6 " 12 ' - 6 " 12 ' - 6 " 14 ' - 6 " 19'-0" 10'-9" 29 ' - 0 " 31 ' - 3 " 3'-2" 25 ' - 1 1 " 6'-9 " 14 ' - 5 " 14'-8" 31'-6" 13 ' - 8 " 18 ' - 6 " TYPICAL OF 2 9'-0" L2 0 3 M A T C H L I N E 1 1 3 5 5 5 5 5 5 5 5 5 5 5 5 5 10 13 2 2 2 2 2 2 19'-0" 9'-6"9'-6"9'-6" 9' - 6 " 26 ' - 7 " 9'- 6 " 13'- 1 0 " 14'- 7 " 19'- 0 " TYP . 9'- 0 " TY P . 19 ' - 0 " 9'-0" TYP. 19 ' - 0 " TY P . 9'-0" TYP. 19 ' - 0 " TY P . 9'-0" TYP. 19 ' - 0 " T Y P . 9'-0" TYP. 9'-6" 9'-6" 12'-0" TYP. 12'-6" TYP. 10'-9"9'-6" 19 ' - 6 " 9'- 6 " 5'-0" 10'-0" 10'-0" NEW ENTRY TO MEET EXISTING ROAD TO MEET EXISTING ROAD 10 ' P A R K I N G S E T B A C K 10 ' P A R K I N G S E T B A C K R3 ' - 6 " R 4 ' - 6 " 10 10 R 4 ' - 6 " R4 ' - 0 " 8" R4 ' - 6 " 5 R4' - 6 " 3 9'-0" 1 L203 MATCHLINE L2 0 3 M A T C H L I N E L2 0 6 M A T C H L I N E L2 0 7 M A T C H L I N E L202 MATCHLINE L212 MATCHLINE L203 MATCHLINE 22 KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 CONCRETE PAVERS, SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK RAISED CROSSWALK MOUNTABLE (ROLL) CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE DETAIL 11/L501 TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 09/L501 STOP SIGN, SEE DETAIL 08/L501 DO NOT ENTER SIGN, SEE DETAIL 07/L501 PCC STAIRS, SEE DETAIL 03/L502 POTENTIAL TRASH ENCLOSURE LOCATION STANDARD 6' PCC WHEEL STOP INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 17 18 19 20 21 22 PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L203 LAYOUT PLAN ENLARGEMENT LAYOUT PLAN ENLARGEMENT01 L203 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W S.E . P A R K V I E W C R O S S I N G D R . S ST 8" W A T E R ESKER RIDGE DRIV E S.E . PA R K V I E W C R O S S I N G D R I V E LI M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION 10 9'-6"144'-6" 19 ' - 7 " 19 ' - 0 " T Y P . 19 ' - 0 " 24 ' - 0 " 19 ' - 6 " 135'-0" R 4 ' - 6 " R 4 ' - 6 " R 1 0 ' - 6 " R 9 ' - 6 " R4'-6 " 14 ' - 6 " 4'- 8 " 14'- 6 " 2'-2" 9'-6"99'-0" 41'-2" 3'-3" 8' - 2 " 16'-2" 11'-6" 57 ' - 8 " 11'-0" 13 ' - 9 " 81'-0"8'-11" 25 ' - 0 " 2'-5" 9' - 8 " 6'-1" R 4 ' - 6 " R4 ' - 6 " R 4 ' - 6 " R19'-6 " R4'-6" R 5 ' 9'-0" TYP. 19 ' - 0 " TY P . 1 19 ' - 0 " 1 55 5 5 5 5 5 5 10 10 10 3 3 3 22 2 2 9'-0" TYP. R4'-6" R 4 ' - 6 " 3'-6" 12'-6" 25 ' - 0 " 19 ' - 0 " R4'-6 " R 4 ' - 6 " 17 ' - 0 " R4'-6" 9'-6"9'-6"9'-7"36'-0" 5'-0" 7'-6" 1 5 13'-3"13'-3" 82 ' - 1 0 " 6'-5" 9'-11"18'-6" 12'-8" R2'- 6 " R2'- 1 0 " 5'-10" R2'-6" R2' - 6 " R1'- 9 " 9'-6" 8'-6" 7'-4"7'-4" 37 ' - 0 " NO CURB, FUTURE DRIVE R4'- 6 " 9'-6" R12 8 8 ' - 1 " 50 ' B U I L D I N G S E T B A C K 10' PARKING SETBACK 5'-0 " 25 ' - 0 " 49 ' - 1 1 " 37 ' - 0 " 1 1 L2 0 4 M A T C H L I N E L2 0 8 M A T C H L I N E L2 0 1 M A T C H L I N E L2 0 4 M A T C H L I N E L204 MATCHLINE L205 MATCHLINE KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 CONCRETE PAVERS, SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK RAISED CROSSWALK MOUNTABLE (ROLL) CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE DETAIL 11/L501 TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 09/L501 STOP SIGN, SEE DETAIL 08/L501 DO NOT ENTER SIGN, SEE DETAIL 07/L501 PCC STAIRS, SEE DETAIL 03/L502 POTENTIAL TRASH ENCLOSURE LOCATION STANDARD 6' PCC WHEEL STOP INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 17 18 19 20 21 22 PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L204 LAYOUT PLAN ENLARGEMENT LAYOUT PLAN ENLARGEMENT01 L204 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W ST S ST 8" WATER PR O P E R T Y L I N E VENUE LIMITS OF CONSTRUCTION VENUE LIMITS OF CONSTRUCTION A1 BUILDING A BUILDING B BUILDING C BUILDING E 10 ' - 0 " 3 18'-0"13 ' - 6 " 18 ' - 2 " 10 ' - 0 " 10 ' - 0 " 40'-2" 10 ' - 0 " 10'-0" 6'-11" 10 ' - 2 " 10 ' - 2 " 10 ' - 2 " 12 ' - 8 " 13 ' - 6 " A1R4' - 6 " R 4 ' - 6 " R 2 5 ' R9'- 6 " R 9 ' - 6 " R19 ' - 6 " R 9 ' - 6 " 18 ' - 0 " 36'-0"9'-0" 8'-0"9'-0" 18 ' - 0 " 27 ' - 0 " 18 ' - 0 " 10'-0"8'-0"9'-0" 27 ' - 0 " 9'-6"9'-0" 9'-0" TYP. 9'-0" 17'-6"10'-6"18 ' - 0 " 27 ' - 0 " 37 ' - 1 0 " 40'-5"49'-9" R4'-6" 10 8'-0" 8'-0" 3 3 19 ' - 7 " 9'-5" 9'-0" TYP. 19 ' - 0 " TY P . 9'-6"99'-1"117'-0" 24 ' - 0 " 5'-4" 28 ' - 0 " 18 ' - 1 0 " 24 ' - 6 " 19 ' - 0 " 19 ' - 0 " 24 ' - 0 " 24'-0" 24'-0 " 24'- 0 " 9'- 0 " TY P . 63'-0" 54'-0" 45'-0" 108'-6" 11'-6" 9'- 0 " TY P . 19'- 0 " T Y P . R 4 ' - 6 " R 4 ' - 6 " R 9 ' - 6 " R4'-6 " R 4 ' - 6 " R9'- 6 " R4 ' - 6 " R 9 ' - 6 " R9 ' - 6 " R 4 ' - 6 " R4' - 6 " R 9 ' - 6 " R9 ' - 6 " R 4 ' - 6 " R4 ' - 6 " R 9 ' - 6 " R4'-6" R 4 ' - 6 " R3'-6" 8' - 0 " 18 ' - 0 " R24 ' - 6 " R 2 4 ' - 6 " 20'-10" 13 ' - 6 " R 4 ' - 6 " R 4 ' - 6 " R 4 ' - 6 " R4'-6" R4'-6" 14'- 6 " 2'-2" 15'-5 " 27 ' - 1 " 4" 7'-7" 4'-8" 19 ' - 2 " 14'-6" 14 ' - 6 " 14 ' - 6 " 25'-3" 18 ' - 1 0 " 11'-6" 9' - 0 " 9' - 0 " 5' - 0 " 25 ' - 5 " 13 ' - 9 " 82 ' - 1 " 6' - 0 " 7'-7" R 4 ' - 6 " R4 ' - 6 " R 4 ' - 6 " R4'- 6 " R4' R4 ' 29 ' - 0 " R4'-6"R 4 ' - 6 " 8 1 1111 1 1 1 1 1 1 11 1 1 1 2 3 5 5 5 5 5 5 5 55 5 5 5 5 5 5 5 5 5 5 55 55 555 5 555 5 5 5 5 5 5 5 5 5 5 6 6 6 7 8 10 10 10 10 10 10 12 12 4 2 2 2 2 2 99 9 9 9 9 9 9 9 9 13 1313 13 13 3 3 3 3 33 16 17 3 3 3 3 2 2 22 2 2 22 2 2 2 TYPICAL OF 3 8'-0" TY P I C A L O F 2 37 ' - 0 " 25 ' - 0 " 37 ' - 0 " 25 ' - 0 " 18 ' - 1 1 " 8' - 1 " 10'-0"9'-6"32'-11"9'-6" 9' - 0 " 9'-6"9'-6"54'-0"9'-6"20'-6"24'-6" 8' - 0 " 9'-6"9'-6"8'-0"9'-6"63'-0"9'-6" 9'-6"9'-6" 9'-0" TYP.9'-0" TYP. 9'-0" TYP. 19 ' - 0 " TY P . 19 ' - 0 " TY P . 19 ' - 0 " TY P . 19 ' - 0 " TY P . 4'-6" 10'-0"24'-4" 28 ' - 5 " 9'-0" 10'-6" 9'-6"9'-6"108'-0" 6'-0" 158'-4" 8' - 0 " 1 202'-1" 9'-6"108'-0"9'-6" 9'-0" TYP. 18 ' - 0 " TY P . 18 ' - 0 " TY P . 99'-1" 0" 14 14 6'-0"10'-6" 55'-3" 82 ' - 1 0 " 1' - 1 1 " 2' - 1 " 25'-9" 5'-0" 5' - 0 " 22'-1" 6'-5" 19'-0" TYP. 9' - 8 " 25'-5" R4 ' - 6 " 9'-0" TYP. 10'-0" 5'-0" 8'-6" 7'-4"7'-4" 33 ' - 0 " 34 ' - 7 " 11 ' - 7 " 3 37 ' - 0 " 37 ' - 0 " 9'-6" 51 ' - 4 " 86 ' - 1 " 19 ' - 6 " 9'-8" 6'-0" 9'-8" 10'-0" 10'-0" 6' - 0 " 11 ' - 0 " 9'-1 1 " 6'-1" R4 ' - 6 " R4'R4' R128 8 ' - 1 " R12 8 8 ' - 1 " 21 ' - 9 " 23'-7" 9'-6"17'-6"9'-0"9'-0" 41 ' - 0 " 19 19 6'-0 " 9' - 6 " 35 ' - 1 1 " 31 ' - 3 " 3 5 ' - 0 " 3 2 ' - 9 " 8' - 1 " 50 ' B U I L D I N G S E T B A C K 70'-0" 70 ' - 0 " 235'-5" 67 ' - 1 1 " FUTURE BUILDING HOTEL 21,500 SQ FT 55'-0" HEIGHT 24 1 ' - 7 " NO CURB 110'-4" 45'-1" 6' - 1 1 " 25 ' - 0 " 37 ' - 0 " 13 ' - 6 " 5'-0" 7'-11"13'-4" 9'-6"18'-0"34'-0" 28 ' - 1 " 9'-6" 1 L2 0 5 M A T C H L I N E L204 MATCHLINE L205 MATCHLINE L205 MATCHLINE L206 MATCHLINE L2 0 5 M A T C H L I N E L2 0 9 M A T C H L I N E L2 0 2 M A T C H L I N E BUILDING WILL BE OVER 30' TALL. WILL REQUIRE FIRE APPARATUS ROAD WITH MINIMUM WIDTH OF 26' FUTURE BUILDINGFUTURE BUILDING 22 22 NEW ENTRY TO MEET EXISTING ROAD KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 CONCRETE PAVERS, SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK RAISED CROSSWALK MOUNTABLE (ROLL) CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE DETAIL 11/L501 TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 09/L501 STOP SIGN, SEE DETAIL 08/L501 DO NOT ENTER SIGN, SEE DETAIL 07/L501 PCC STAIRS, SEE DETAIL 03/L502 POTENTIAL TRASH ENCLOSURE LOCATION STANDARD 6' PCC WHEEL STOP INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 17 18 19 20 21 22 PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L205 LAYOUT PLAN ENLARGEMENT LAYOUT PLAN ENLARGEMENT01 L205 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. S ST PR O P E R T Y L I N E VE N U E L I M I T S O F C O N S T R U C T I O N VENUE LIMITS OF CONSTRUCTION VENUE LIMITS OF CONSTRUCTION VE N U E L I M I T S O F CO N S T R U C T I O N VE N U E L I M I T S O F CO N S T R U C T I O N 50 ' B U I L D I N G S E T B A C K A2 A1 BUILDING F BUILDING G BUILDING H BUILDING I BUILDING E 12'-8" 10 ' - 0 " 16 2 ' - 5 " 22'-10" 6'-0" 60'-0" 10 ' - 0 " 18'-0" 33'-8"7'-6" 10'-0" 6'-11" 14 ' - 1 0 " 26 ' - 6 " 10 ' - 2 " 10 ' - 2 " 10 ' - 2 " 14 ' - 1 0 " 51'-5" 12 ' - 8 " 21'-6"17'-0"21'-6" 10 ' - 0 " 19'-4" 1' - 0 " 1' - 0 " 60.4 ° 12'-8" 6'-6"6'-0" 6'-6" 9'-0"9'-0" 8'-6"8'-6" 18 ' - 5 " 44'-2" 57'-4"18'-7"25'-9"58'-1"16'-0" 70 ' - 8 " 10'-0" A2 A1 T1T2 R15 ' R9'-6" R4' - 6 " R 4 ' - 6 " R9'-6" R 1 9 ' - 6 " R 9 ' - 6 " R 9 ' - 6 " R9'- 6 " 40'-2" 74 ' - 1 0 " 3 1 0 ' - 6 " 9 ' - 0 " 1 1 ' - 0 " 54'-0"8'-0"54'-0"24'-6"9'-0"19'-0"8'-0"27'-0"17'-6" 80'-9" 9'-6"9'-6" 19 ' - 0 " T Y P . 25 ' - 0 " 7' - 0 " 36 ' - 0 " 9' - 6 " 19 ' - 0 " 12 ' - 4 " 37 ' - 0 " 12 ' - 0 " 9'-6"32'-9"9'-6"63'-0"10'-0"9'-6"9'-6"63'-0" 19 ' - 0 " T Y P . 19 ' - 0 " T Y P . 81'-0" 90'-0" 11'-6"24'-6" 24'-0" 19'-0" T Y P . 9'- 0 " TY P . 9'- 6 " 24 ' - 0 " 9'-6"36'-0" 12 ' - 4 " 38'-0" 7' - 2 " 9'-6" 27 ' - 0 " 12 ' - 4 " 19 ' - 6 " 27'-0" 19'-6"13'-0"37'-0" 27 ' - 0 " 25'-0" R57 ' R20' - 6 " R 1 0 ' R10' R5 ' R9' - 6 " R 5 ' R5' R4'- 6 " R4'- 6 " R4'-6" 3 12 ' - 0 " 12 ' - 0 " 15 ' - 0 " 21 ' - 2 " 34'-0" 14 ' - 6 " 13 ' - 3 " 15'-8" 15'-0" 66 ' - 4 " 39'-0" 83 ' - 1 0 " 20 3 ' - 8 " 10 ' - 0 " 25'-10" 10 ' - 0 " 10 ' - 0 " 33'-5" 14'-8" 13'-9" 14 ' - 6 " R 1 0 ' 57'-5" 14 ' - 0 " 31'-6" 13 ' - 8 " 18 ' - 6 " 14 ' - 0 " 13 ' - 6 " 27 ' - 0 " 27 ' - 0 " 15 1 1 1 1 3 3 555 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 66 15 10 10 10 10 10 1010 11 12 12 12 8 9 9 13 13 13 1313 13 14 15 16 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 22 2 2 2 2 9' - 6 " 18'-11" R3' - 6 " R 3 ' - 6 " R5'R5' R5' R 5 ' 9'-0" TYP. 14 9'-6" 19 ' - 0 " T Y P . 9'-0" TYP. R4'-6"R4'-6" 9'-6" 9'-6"9'-6"9'-6"89'-11" R4'-6"R4'-6" 9'-6"18'-0"9'-6" 11'-6"13'-6" 9'-6" 9'-6"14'-4"9'-6" 9'-6" 10 ' - 7 " 10 ' - 0 " 8' - 3 " 6'-0"10'-6" 55'-3" R20 ' 10 ' - 0 " 10 ' - 7 " 16 5 ' - 0 " 24 2 ' - 6 " 11 ' - 5 " 6' - 5 " 1 18'-0" 52 ' - 4 " 10 ' - 0 " 47'-6"89'-11" 50 ' B U I L D I N G S E T B A C K 8'-0" 9' - 0 " 9' - 0 " 9' - 0 " 5' - 6 " 19 ' - 0 " R 4 ' - 6 " 63'-0"9'-6" R3 ' - 6 " 41 ' - 4 " 15 8 ' - 1 " 218'-7" THE VENUE 36,000 SQ FT 45'-0" HEIGHT LOADING AREA R 9 ' - 6 " R9'- 6 " 7'-6" 13 ' - 6 " 13 ' - 6 " 5'-9" 8'-6" R4'-6" R 9 ' - 3 " 11'-1" 5' - 7 " 6'-9" 11 ' - 0 " R19'-6" R33 ' 12'-0"R4' - 6 " 47'-9" 10 2 ' - 5 " 5 9'-0" 28'-6"L2 0 3 M A T C H L I N E L2 0 6 M A T C H L I N E L2 0 6 M A T C H L I N E L2 1 0 M A T C H L I N E L205 MATCHLINE L206 MATCHLINE L206 MATCHLINE BUILDING WILL BE OVER 30' TALL. WILL REQUIRE FIRE APPARATUS ROAD WITH MINIMUM WIDTH OF 26' FUTURE BUILDING FUTURE BUILDING FUTURE BUILDING L207 MATCHLINE KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 CONCRETE PAVERS, SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK RAISED CROSSWALK MOUNTABLE (ROLL) CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE DETAIL 11/L501 TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 09/L501 STOP SIGN, SEE DETAIL 08/L501 DO NOT ENTER SIGN, SEE DETAIL 07/L501 PCC STAIRS, SEE DETAIL 03/L502 POTENTIAL TRASH ENCLOSURE LOCATION STANDARD 6' PCC WHEEL STOP INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 17 18 19 20 21 22 PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L206 LAYOUT PLAN ENLARGEMENT LAYOUT PLAN ENLARGEMENT01 L206 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. T ASHWORTH ROA D W S POWER POLE PHONE RISER SE ASHWORTH R O A D BUILDING H BUILDING I LIMITS OF CON S T R U C T I O N LIMITS OF CON S T R U C T I O N SE ASHWORTH R O A D 21'-0" 9' - 0 " TY P . 24'-0" 47'-8" 37 ' - 0 " 24 ' - 0 " R 4 ' - 6 " R4'- 6 " R 4 ' - 6 " R4 ' - 6 " R4'- 6 " R 9 ' - 6 " R 4 ' - 6 " R4 ' - 6 " R15 ' 10 3 3 25 ' - 0 " 17 ' - 1 " 25 ' - 0 " 89'-11" 11 ' - 4 " 86'-4" 70'-1" 70'-4" 25'-0" 28'-0" 31'-0" R44 ' - 6 " R 2 4 ' - 6 " R 2 4 ' - 6 " R 1 0 ' R5' R5' R 1 0 ' 4'-9" 109'-6" 20'-10" 16 ' - 0 " 25'-0" 15'-0" 9' - 6 " 9' - 0 " TY P . 9' - 6 " 19'-0" TYP. 90'-0"8'-0"9'-6"99'-0" 54'-0"8'-0"54'-0"24'-6"9'-0"19'-0"8'-0"27'-0"17'-6" 16 ' - 1 0 " 25 ' - 0 " 11'-11"54'-0"8'-0"63'-0" 25'-0" 80'-9" 9'-6"9'-6" 19 ' - 0 " T Y P . R9' - 6 " R 4 ' T Y P . R 4 ' T Y P . R9'- 6 " R13' 12 ' - 6 " 15'-6" 15'-6" 13'-6"13'-6" 12 ' - 6 " 12 ' - 6 " 12 ' - 6 " 12 ' - 6 " 12 ' - 0 " 12 ' - 0 " 1' - 7 " 2' - 1 " 1 ' - 3 " 21'-6" 17'-8" 20'-9" 19 ' - 0 " 29 ' - 0 " 3'-11" 15 ' - 0 " 29 ' - 0 " 29 ' - 0 " 28 ' - 0 " 31 ' - 3 " 3'-2" 25 ' - 1 1 " 14 ' - 5 " 15 ' - 0 " 21 ' - 2 " TYPICAL OF 2 TYPICAL OF 3TYPICAL L2 0 3 M A T C H L I N E 1 5 5 5 5 555 5 5 55 5 5 5 5 5 5 5 5 5 10 10 10 10 10 10 10 10 8 9 13 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 22 2 2 2 2 2 2 2 15'-7" 12'-0" 27 ' - 0 " R 4 ' - 6 " 9'-6" 9' - 6 " 19'-0" TYP. 19 ' - 0 " TY P . 9'-0" TYP. 19 ' - 0 " TY P . 9'-0" TYP. 19 ' - 0 " TY P . 9'-0" TYP. 19 ' - 0 " TY P . 9'-0" TYP. 19 ' - 0 " TY P . 9'-0" TYP. 19 ' - 0 " T Y P . 9'-0" TYP. 19 ' - 0 " T Y P . 9'-0" TYP. 19 ' - 0 " T Y P . 9'-0" TYP. 19 ' - 0 " T Y P . 9'-0" TYP. 9'-6"9'-6"9'-6" R4'- 6 " R4'-6"R4'-6" R 4 ' - 6 " 9'-6" 9'-6"9'-6"9'-6"89'-11" 11'-11"63'-6"8'-0"63'-0"9'-6" 9'-6" 9'-6" 9'-6" 19 ' - 0 " TY P . 9'-0" TYP. 38'-0"9'-6" 16 ' - 0 " 9' - 6 " 27 ' - 0 " 9' - 6 " 19 ' - 0 " 9'-6"36'-0" 9'-6" 9'-0" 10 ' - 7 " 10 ' - 0 " 8' - 3 " 10 ' - 0 " 10 ' - 7 " 13 19 ' - 0 " TY P . 10 ' - 0 " 11 8 ' - 3 " 10'-0" 47'-6"89'-11" NEW ENTRY TO MEET EXISTING ROAD 50' BUILDING SE T B A C K 8'-0" 9 9 9 20 20 6' - 0 " 9' - 0 " 9' - 0 " 6' - 0 " 9' - 0 " 9' - 0 " 6' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 5' - 6 " 63'-0"9'-6" R3 ' - 6 " R 4 ' - 6 " 10 9'-6" 10 10 9'-6" R4' R 4 ' - 6 " 10 R 4 ' - 6 " R4 ' - 6 " L2 1 2 M A T C H L I N E L2 0 7 M A T C H L I N E 20 20 7'-6" R9'- 6 " R 9 ' - 6 " R 9 ' - 6 " R4'- 6 " R499' 7'-6" 8'-6" R4'-6" R 9 ' - 3 " 11'-1" 5' - 7 " 11 ' - 0 " 9'-0" 21 21 28'-6" 10 L2 0 3 M A T C H L I N E L2 0 6 M A T C H L I N E L206 MATCHLINE L2 0 7 M A T C H L I N E L2 1 1 M A T C H L I N E L2 0 7 M A T C H L I N E FUTURE BUILDING FUTURE BUILDING 2 2 22 9' - 6 " 90 ' - 1 " L207 MATCHLINE KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 CONCRETE PAVERS, SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK RAISED CROSSWALK MOUNTABLE (ROLL) CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE DETAIL 11/L501 TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 09/L501 STOP SIGN, SEE DETAIL 08/L501 DO NOT ENTER SIGN, SEE DETAIL 07/L501 PCC STAIRS, SEE DETAIL 03/L502 POTENTIAL TRASH ENCLOSURE LOCATION STANDARD 6' PCC WHEEL STOP INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 17 18 19 20 21 22 PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L207 LAYOUT PLAN ENLARGEMENT LAYOUT PLAN ENLARGEMENT01 L207 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W ST S ST S TR ST TR ST S.E. E S K E R R I D G E D R I V E ESKER RIDGE DRIV E LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION GR A N D P R A I R I E P A R K W A Y S.E. ES K E R R I D G E D R I V E 19 ' - 6 " 9'-0" TYP. 24 ' - 6 " 19 ' - 6 " 24 ' - 6 " R4'-6" 117' 9'-6" 26'-6"12'-10" R4'- 6 " 13'-6"13'-6" 14 ' - 6 " 23 ' - 7 " 99'-0"9'-6"9'-0"16'-0" 11 ' - 7 " 6'-0" 38 ' - 1 1 " 49 ' - 8 " 5' - 7 " 5' - 3 " 20 ' - 1 1 " 2'-9 " 2'-9 " 8'-11" 6'-1" R21' R15' 9'-0" TYP. 16'-0"6'-0"13'-11" 13 3 ' - 5 " 1 1 1 1 19 ' - 0 " TY P . 8'-1" 3 3 3 5 5 5 5 5 5 5 5 8 10 10 10 10 11 13 13 10 3 3 3 2 2 2 2 27'-0" R14'- 6 " R 4 ' - 6 " 7' - 1 " 9' - 6 " R 4 ' - 6 " 17 ' - 0 " R 4 ' - 6 " 135'-0"9'-6"39'-10" 6'-0" TYP. 10'-0"9'-7"36'-0" 0" 23'-0" 13'-3"18'-6" 12'-8"7'-6" 1'-6" 14'-8" 3'-10" 7'-2" 8' - 2 " R2'-6 " R2'- 1 0 " R2'-6"R1'- 9 " R1' - 9 " R1 ' - 8 " 1 5 5 5 5 R 4 ' - 6 " 23'-10" 17'-6" 6'-0" 9'-6"10'-9"9'-6" NEW ENTRY TO MEET EXISTING ROAD 19 50 ' B U I L D I N G S E T B A C K 13'-6"13'-6" R178'-6" 6'-0" 10'- 0 " 13 ' - 6 " 13 ' - 6 " 27'-0" R93' R202' 1 9 ' - 2 " 5' - 0 " 9' - 1 0 " 5'-0 " 5'-0 " R 2 4 ' - 6 " R24'-6" 6' - 1 1 " 8' - 2 " R116'-8" R9'- 6 " R 1 ' - 8 " L2 0 4 M A T C H L I N E L2 0 8 M A T C H L I N E L208 MATCHLINE L209 MATCHLINE 22 KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 CONCRETE PAVERS, SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK RAISED CROSSWALK MOUNTABLE (ROLL) CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE DETAIL 11/L501 TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 09/L501 STOP SIGN, SEE DETAIL 08/L501 DO NOT ENTER SIGN, SEE DETAIL 07/L501 PCC STAIRS, SEE DETAIL 03/L502 POTENTIAL TRASH ENCLOSURE LOCATION STANDARD 6' PCC WHEEL STOP INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 17 18 19 20 21 22 PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L208 LAYOUT PLAN ENLARGEMENT LAYOUT PLAN ENLARGEMENT01 L208 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W S S BUILDING C BUILDING D BUILDING E LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION GR A N D P R A I R I E P A R K W A Y GRAND P R A I R I E P A R K W A Y 10 9'-0" TYP. 9' - 0 " T Y P . 24 ' - 6 " R4 ' - 6 " R 4 ' - 6 " R4 ' - 6 " R15 ' R 4 ' - 6 " 28 ' - 4 " 19'-6" 16 ' - 5 " 24'-0" 19'-0' TYP. 19'-0" TYP. 9'-0" TYP. 9' - 0 " T Y P . 24 ' - 6 " 37 ' - 0 " 25 ' - 0 " R4'-6" R 4 ' - 6 " R15 ' R 4 ' - 6 " 6'-5" 92'-3" 117' 25'-0"26'-0"26'-6" 26'-6"12'-10" 9' - 0 " T Y P . 14 ' - 0 " 63 ' - 0 " 8' - 0 " 9' - 6 " 6' - 0 " 25 ' - 0 " 18'-10" 7' - 8 " 45'-0" 28 ' - 0 " R4'-0" R4'-6" R9' - 6 " R3'-6" R9' - 6 " R4'-6" R 9 ' - 6 " R9' - 6 " R 9 ' - 6 " R 2 4 ' - 6 " R24 ' - 6 " R4'- 6 " R 9 ' - 6 " R1 4 ' - 6 " R 4 ' - 6 " R9'-6 " R9 ' - 6 " R1 0 ' - 6 " R9' - 6 " R4' R4' 27 ' - 0 " 19 ' - 8 " 38 ' - 0 " 9'-10"6'-0"10'-6" 18 ' - 6 " 26 ' - 0 " 18 ' - 6 " 9'-0" TYP. 38'-10" 12'-6"12'-0"12'-6" 16'-2" 154'-10" 4 ' - 1 1 " 9' - 8 " R9'- 2 " 8' - 8 " R9'-6 " 8' - 0 " 5' - 0 " 10 ' - 4 " 5' - 0 " 9' - 0 " 8' - 2 " 33 ' - 3 " 7' - 1 " 6' - 0 " 8'-0" 16 ' - 5 " 8'-0" 4' - 6 " 5 3 10 10 R 2 2 ' 13'-6"13'-6" 13'-6" 76'-8" 14'-6"R 4 ' - 6 " 26'-0" 19 ' - 0 " 81'-9" 14'-6" R4'-6" 13 ' - 6 " 4'-4" 12'-6"12'-6" 14 ' - 6 " R1626'-2" R1599'-6" 20 ' - 1 1 " 63 ' - 0 " 9' - 6 " 9' - 6 " 6' - 0 " 67 ' - 5 " SIGN BY OTHERS (LOCATION IS APPROXIMATE) (WILL REQUIRE A PERMIT FROM THE COMMUNITY DEVELOPMENT DEPARTMENT) 14 1 1 11 1 1 1 1 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 10 10 10 10 10 10 10 10 10 10 10 12 2 2 9 9 9 9 9 9 13 13 14 14 13 13 13 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 7' - 1 " 65 ' - 1 0 " 7' - 1 1 " 96 ' - 3 " 5' - 7 " 1 3 ' - 4 " 6 ' - 0 " R21' R5' R15' 61 ' - 1 0 " 8' - 0 " 9' - 6 " 11 7 ' - 0 " 9' - 6 " 10 ' - 0 " 24 ' - 6 " 13 ' - 6 " 6' - 0 " 8' - 2 " 21 ' - 2 " 9' - 6 " 23 ' - 2 " 9' - 6 " 27 ' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 54 ' - 0 " 9' - 6 " 9' - 6 " 9'-0"17'-6" 6'-0" 19'-1" 17'-0" 17'-0" 19 ' - 0 " TY P . 24'-4" 9'-0" TYP. 18 ' - 0 " TY P . 55'-3" 54'-0"9'-6"9'-10" 9'-6" 69'-5" 24 ' - 6 " 18 18 9'-0"63'-0"9'-6" 9'-6" 12'-5" 31'-6" 17'-6" 6'-0" 9'-6"10'-9"9'-6" R4' R4' R4 ' 9' - 6 " R4'-6" R4'-6 " R 4 ' - 6 " 17'-6" R3'-6" 13 R 9 ' - 6 " 13'-6" 50 ' B U I L D I N G S E T B A C K 10 ' P A R K I N G S E T B A C K 82'-8"R5' 70 ' - 0 " FUTURE BUILDING NEW ENTRY TO MEET EXISTING ROAD NEW WALK TO MEET EXISTING WALK MOVE EXITING STREET LIGHT 50' SOUTH 110'-4" R 9 ' - 6 " 6 13 9'-6"18'-0" 25'-11" 17'-6" 17'-6" 8' - 0 " 28 ' - 1 " 9'-6" 6'-0" 10'-0"9'-6" L209 MATCHLINE L210 MATCHLINE L208 MATCHLINE L209 MATCHLINE L2 0 5 M A T C H L I N E L2 0 9 M A T C H L I N E BUILDING WILL BE WILL REQUIRE FIRE APPARATUS ROAD 20 0 ' - 1 " 66'-1" FUTURE BUILDING FUTURE BUILDING 22 KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 CONCRETE PAVERS, SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK RAISED CROSSWALK MOUNTABLE (ROLL) CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE DETAIL 11/L501 TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 09/L501 STOP SIGN, SEE DETAIL 08/L501 DO NOT ENTER SIGN, SEE DETAIL 07/L501 PCC STAIRS, SEE DETAIL 03/L502 POTENTIAL TRASH ENCLOSURE LOCATION STANDARD 6' PCC WHEEL STOP INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 17 18 19 20 21 22 PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L209 LAYOUT PLAN ENLARGEMENT LAYOUT PLAN ENLARGEMENT01 L209 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W S GR A N D P R A I R I E P A R K W A Y GR A N D P R A I R I E P A R K W A Y BUILDING G BUILDING I BUILDING E LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N R9' - 6 " 9'-6" 9' - 8 " R9'- 2 " R 6 ' - 6 " R4'-6" R6'- 6 " R4'-6 " R4'-6"R4'-6"R4'-6" R4'-6" R4'-6" R 4 ' - 6 " R4'-6" R9' - 6 " R 7 ' - 6 " R4'-6" R5' 11 7 . 0 0 ' 9' - 0 " TY P . 19.00'12.50'37.00' 31 2 ' - 8 " 19'-0" 10 ' - 0 " 25'-0" 24 ' - 0 " 19'-6" 11 ' - 0 " 32 ' - 9 " 9' - 6 " 8' - 1 1 " 9' - 6 " 9' - 0 " 81 ' - 0 " 9' - 6 " 9' - 0 " 19'-6" 18 ' - 0 " 95 ' - 8 " 10 5' - 0 " 8' - 0 " 5' - 0 " R 2 4 ' 12.50' 12.50' 12'-6"31'-6" 14'-6" 14'-6" 14'-6" 14 ' - 1 " 28'-0" 15 5 5 5 5 5 5 5 10 10 10 10 12 9 9 9 9 9 9 14 15 3 3 3 33 3 3 3 2 2 2 2 2 2 9' - 6 " 9' - 0 " TY P . 24'-6" 63 ' - 0 " 9'-6" 9' - 6 " 9' - 0 " 19'-0" TYP. 9' - 6 " 55'-3" 25'-0" 37'-0" R 9 ' - 6 " 15 ' - 2 " 9' - 6 " 11 7 ' - 0 " 9' - 6 " 9' - 0 " 9' - 6 " 81 ' - 0 " 12.00' 9' - 6 " 24 ' - 6 " 37'-0" 9' - 0 " TY P . 19'-0" TYP. 9' - 0 " TY P . 19'-0" TYP. 9' - 0 " TY P . 19'-0" TYP. 47'-6" 13 50 ' B U 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 MOVE EXITING STREET LIGHT 50' SOUTH 10 2 ' - 5 " 28'-6" L2 0 6 M A T C H L I N E L2 1 0 M A T C H L I N E L210 MATCHLINE L211 MATCHLINE L210 MATCHLINE FUTURE BUILDING FUTURE BUILDING KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 CONCRETE PAVERS, SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK RAISED CROSSWALK MOUNTABLE (ROLL) CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE DETAIL 11/L501 TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 09/L501 STOP SIGN, SEE DETAIL 08/L501 DO NOT ENTER SIGN, SEE DETAIL 07/L501 PCC STAIRS, SEE DETAIL 03/L502 POTENTIAL TRASH ENCLOSURE LOCATION STANDARD 6' PCC WHEEL STOP INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 17 18 19 20 21 22 PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L210 LAYOUT PLAN ENLARGEMENT LAYOUT PLAN ENLARGEMENT01 L210 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. CONCRETE ASHWORTH ROA D W W W W S S TR TR S GR A N D P R A I R I E P A R K W A Y BUILDING I LI M I T S O F C O N S T R U C T I O N SE ASHWORTH R O A D R5' 10 ' - 0 " 32 ' - 9 " 18 ' - 0 " 15 ' - 1 1 " 25'-0" 12'-0" 17 7 ' - 1 1 " 24'-0" 37 ' - 0 " 44 ' - 1 1 " 19'-0" TYP. 9'-6"25'-0" 9'-0" TYP. 9'-0" TYP. 54'-0" 9'-0" R 3 ' - 6 " R 4 ' - 6 " R4'- 6 " R 4 ' - 6 " R4 ' - 6 " R4'- 6 " R4 ' - 6 " R4' - 6 " R 4 ' - 6 " R5' R 4 ' - 6 " R4 ' - 6 " 4'-9" 12'-6" 12 ' - 6 " 12 ' - 0 " 12 ' - 6 " 37 ' - 0 " SIGN BY OTHERS (LOCATION IS APPROXIMATE) WILL REQUIRE A PERMIT FROM THE COMMUNITY DEVELOPMENT DEPARTMENT 5 5 5 5 5 5 14 10 10 12 9 9 3 3 3 3 3 3 2 2 2 2 38'-0"9'-6"9'-6"6'-0" 9'-6"36'-0" 12'-6" R4'-6 " 27'-0"9'-6" 9'-0" R4'-6" R4'-6" 11 ' - 6 " 9' - 6 " 9' - 0 " TY P . 70 ' - 3 " 19 ' - 0 " TY P . 19 ' - 0 " TY P . 13 50 ' B U I L D I N G S E T B A C K 50' BUILDING SE T B A C K NEW WALK TO MEET EXISTING WALK 10 L210 MATCHLINE L211 MATCHLINE L2 0 7 M A T C H L I N E L2 1 1 M A T C H L I N E FUTURE BUILDING 2 9'-5" 5' - 0 " 18'-0" 10 ' - 0 " 9'-6" KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 CONCRETE PAVERS, SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK RAISED CROSSWALK MOUNTABLE (ROLL) CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE DETAIL 11/L501 TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 09/L501 STOP SIGN, SEE DETAIL 08/L501 DO NOT ENTER SIGN, SEE DETAIL 07/L501 PCC STAIRS, SEE DETAIL 03/L502 POTENTIAL TRASH ENCLOSURE LOCATION STANDARD 6' PCC WHEEL STOP INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 17 18 19 20 21 22 PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 20'40'10'0' SCALE:1"=20' L211 LAYOUT PLAN ENLARGEMENT LAYOUT PLAN ENLARGEMENT01 L211 GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. ASPHALT T SST PHONE RISER P.O.B. SW CORNER OF OUTLOT 'V' THE SHOPS AT KETTLESTONE NORTH PLAT 4 BK. 2017 PG. 3256 SE ASHWORTH R O A D LI M I T S O F C O N S T R U C T I O N LIMITS OF CON S T R U C T I O N L2 0 3 M A T C H L I N E L2 1 2 M A T C H L I N E L2 0 7 M A T C H L I N E NEW WALK TO MEET EXISTING RAMP 1 1 L212 MATCHLINE L203 MATCHLINE L212 MATCHLINE 2 2 KEYNOTES PCC PAVEMENT TYPE 1(WALK - 5" DEPTH), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING - 6" DEPTH), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES, DUMPSTER PAD - 7" DEPTH), SEE DETAIL 03/L500 CONCRETE PAVERS, SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED CROSSWALK RAISED CROSSWALK MOUNTABLE (ROLL) CURB , SEE DETAIL 09/L500 ADA STALL SIGNAGE, SEE DETAIL 16/L500 STANDARD PCC CURB AND GUTTER, SEE SECTION DETAIL 06/L500 TRASH ENCLOSURE, SEE DETAIL 11/L501 TRANSFORMER, SEE ELECTRICAL PLANS RETURN CURB AT ADA RAMP, SEE DETAIL 05/L501 PERPENDICULAR ACCESS RAMP, SEE DETAIL 03/L501 PARALLEL ACCESS RAMP, SEE DETAIL 09/L501 STOP SIGN, SEE DETAIL 08/L501 DO NOT ENTER SIGN, SEE DETAIL 07/L501 PCC STAIRS, SEE DETAIL 03/L502 POTENTIAL TRASH ENCLOSURE LOCATION STANDARD 6' PCC WHEEL STOP INTEGRAL CURB, SEE DETAIL 05/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 1 2 4 5 8 9 10 6 7 3 11 12 13 14 15 16 17 18 19 20 21 22 PAVEMENT LEGEND (SITE): PCC PAVING (TYPE 1) PCC PAVING (TYPE 2) PCC PAVING (TYPE 3) CONCRETE PAVERS ON ASPHALT SETTING BED LEGEND: PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 SUDAS TYPE A DRIVEWAY, SEE DETAIL 07/L501 CONCRETE PAVERS, SEE DETAIL 04/L500 UPLIGHT, SEE DETAILS 01-04/L504 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 20'40'10'0' SCALE:1"=20' L212 LAYOUT PLAN ENLARGEMENT LAYOUT PLAN ENLARGEMENT01 L212 GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. CONCRETE ASPHALT T ASHWORTH ROAD W W W W W W W W W W W W W W EX. 20.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 50.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 S.E . P A R K V I E W C R O S S I N G D R . EX. 65.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 ST SST S ST ST ST S ST ST S ST S ST ST S ST S TR ST TR 20IN" TREE 6IN" TREE S S S S S TR TR S S POWER POLE PHONE RISER ST S.E. E S K E R R I D G E D R I V E GR A N D P R A I R I E P A R K W A Y S0 4 ° 2 0 ' 4 4 " W 52 . 5 8 ' S0 0 ° 3 5 ' 0 4 " W 21 6 . 5 1 ' S42 ° 1 2 ' 1 9 " W 147 . 1 7 ' S 5 3 ° 2 3 ' 2 5 " E 18 8 . 4 9 ' S69 ° 2 2 ' 3 7 " E 83.0 2 'S26°31'52"E 25.00' S0 0 ° 1 8 ' 5 5 " W 4 0 9 . 7 8 ' N83°46'21"E 197.4 3 ' R=25.00 L=38.26 CH=34.63 CH BR=N39°55'47"E R=535.00 L=250.80 CH=248.51 CH BR=N09°30'59"E R=965.00 L=124.73 CH=124.64 CH BR=N19°14'36"E N51°40'56"W 48.40' N84°58'29"W 53.43' S80°14'06"W 2 1 0 . 2 5 ' P.O.B. SW CORNER OF OUTLOT 'V' THE SHOPS AT KETTLESTONE NORTH PLAT 4 BK. 2017 PG. 3256 S83°44'25"W 657. 8 2 ' N00°18'55"E 60.40' OW N E R : CH A R L E S G O O D A L L 323 3 A S H W O R T H R D WAU K E E I A 5 0 2 6 3 EX. 50.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 20.00' STORM SEWER EASEMENT BK. 2018 PG. 14402 EX. DETENTION EASEMENT BK. 2018 PG. 14411 PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E VENUE LIMITS OF CONSTRUCTION VE N U E L I M I T S O F C O N S T R U C T I O N VE N U E L I M I T S O F C O N S T R U C T I O N VENUE LIMITS OF CONSTRUCTION EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 100 YEAR FLOOD ELEVATION AT 1026.01 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L300 GRADING PLAN OVERVIEW GRADING PLAN OVERVIEW01 L300 80'160'40'0' SCALE:1"=80' 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. GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. B.COOPER CRAWFORD & ASSOCIATES, 475 S 50TH STREET SUITE 800, WEST DES MOINES, IOWA 50265 (515-224-1344) PREPARED THE SURVEY FOR THIS PROJECT. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY ANY DISCREPANCIES BETWEEN THE SURVEY AND FIELD CONDITIONS. C.THE CONTRACTOR SHALL NOTIFY THE 811 ONE CALL CENTER TO REQUEST THE LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION AREA 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. D.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. E.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. F.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. W S 20IN" TREE 6IN" TREE LI M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION TC: 1042.50 BC: 1042.00 RIM: 1036.59RIM: 1039.00 TC: 1037.69 BC: 1037.19 RIM: 1037.19 TC: 1037.75 BC: 1037.25 RIM: 1037.25 1.4% 2.36% 1. 7 % 1. 7 % 1042.321042.28 1042.78 1042.82 TC/BC:1040.33 1040.89 TC/BC: 1040.39 1040.83 1037.70 1037.54 1037.04 1037.20 TC/BC:1038.48 TC/BC:1038.42 1038.98 1038.92 1038.50 TC/BC:1037.94 1038.44 TC/BC:1038.00 1037.18 1036.68 1037.34 1036.84 1036.91 1036.81 1036.20 1036.10 TC/BC:1039.64 TC/BC: 1039.58 1040.14 1040.08 1039.66 TC/BC: 1039.10 1039.60 TC/BC:1039.16 1037.35 1037.31 1037.84 1037.78 1036.98 1036.61 1036.92 1036.65 1037.02 1036.92 1037.00 1037.10 1037.22 1037.38 TC/BC: 1037.19 TR: 1036.92 TC/BC: 1036.20 TC/BC: 1036.10 TR: 1036.82 TC: 1037.86 BC: 1037.36 TC/BC:1038.16 TC/BC:1038.06 TC/BC:1037.59 TC/BC:1037.69 TC: 1046.35 BC: 1045.85 TC: 1046.35 BC: 1045.85 TC: 1045.92 BC: 1045.42 TC: 1044.17 BC: 1043.67 TC: 1043.80 BC: 1043.30 TC: 1043.97 BC: 1043.47 TC: 1042.43 BC: 1041.93 TC: 1041.66 BC: 1041.16 TC: 1041.45 BC: 1040.95 TC: 1040.00 BC: 1039.50 TC: 1044.70 BC: 1044.20 TC: 1044.43 BC: 1043.93 TC: 1044.19 BC: 1043.69 TC: 1044.46 BC: 1043.96 TC: 1043.60 BC: 1043.10 TC: 1045.22 BC: 1044.72 TC: 1045.03 BC: 1044.53 TC: 1044.87 BC: 1044.37 TC: 1044.68 BC: 1044.18 TC: 1044.37 BC: 1043.87 TC: 1044.18 BC: 1043.68 TC: 1044.02 BC: 1043.52 TC: 1043.83 BC: 1043.33 TC: 1043.52 BC: 1043.02 TC: 1043.33 BC: 1042.83 TC: 1043.07 BC: 1042.57 TC: 1042.88 BC: 1042.38 TC: 1042.50 BC: 1042.00 TC: 1042.45 BC: 1041.95 TC: 1042.87 BC: 1042.37 TC: 1041.94 BC: 1041.44 TC: 1041.95 BC: 1041.45 TC: 1043.47 BC: 1042.97 TC: 1043.31 BC: 1042.81 TC: 1044.70 BC: 1044.20 TC: 1042.35 BC: 1041.85 TC: 1043.05 BC: 1042.55 TC: 1042.87 BC: 1042.37 TC: 1042.27 BC: 1041.77 TC: 1042.51 BC: 1042.01 TC: 1044.70 BC: 1044.20 TC: 1041.36 BC: 1040.86 TC: 1042.06 BC: 1041.56 TC: 1041.90 BC: 1041.40 TC: 1041.52 BC: 1041.02 TC: 1040.05 BC: 1039.55 TC: 1039.93 BC: 1039.43 TC: 1040.97 BC: 1040.47 TC: 1040.81 BC: 1040.31 TC: 1039.95 BC: 1039.45 TC: 1039.89 BC: 1039.39 TC: 1041.55 BC: 1041.05 TC: 1041.45 BC: 1040.95 TC: 1040.20 BC: 1039.70 TC: 1040.96 BC: 1040.46 TC: 1040.85 BC: 1040.35 TC: 1040.44 BC: 1039.94 TC: 1038.96 BC: 1038.46 TC: 1039.78 BC: 1039.28 TC: 1039.70 BC: 1039.20 TC: 1039.14 BC: 1038.64 TC: 1038.54 BC: 1038.04 TC: 1038.40 BC: 1037.90 TC: 1037.76 BC: 1037.26 TC: 1038.07 BC: 1037.57 TC: 1037.92 BC: 1037.42 TC: 1040.90 BC: 1040.40 TC: 1040.50 BC: 1040.00 TC: 1040.40 BC: 1039.90 TC: 1039.90 BC: 1039.40 TC: 1039.75 BC: 1039.25 TC: 1039.34 BC: 1038.84 TC: 1039.25 BC: 1038.75 TC: 1038.74 BC: 1038.24 TC: 1038.51 BC: 1038.01 TC: 1038.15 BC: 1037.65 TC: 1037.95 BC: 1037.45 TC: 1037.55 BC: 1037.05 TC: 1037.31 BC: 1036.81 TC: 1036.95 BC: 1036.45 TC: 1035.50 BC: 1035.00 HP 1048.50TC: 1044.18 BC: 1043.68 TC: 1043.88 BC: 1043.38 TC: 1044.18 BC: 1043.68 TC: 1043.78 BC: 1043.28 TC: 1041.99 BC: 1041.49 TC: 1040.26 BC: 1039.76 TC: 1039.89 BC: 1039.39 TC: 1040.48 BC: 1039.98 TC: 1040.96 BC: 1040.46 TC: 1041.50 BC: 1041.00 TC: 1040.93 BC: 1040.43 TC: 1039.70 TC: 1039.31 BC: 1038.81 TC: 1038.15 BC: 1037.65 TC: 1037.08 BC: 1036.58 TC: 1035.90 BC: 1035.40 TC: 1040.22 BC: 1039.72 RIM: 1039.72 TC: 1035.36 BC: 1034.86 RIM:1034.86 TC: 1036.65 BC: 1036.15 HP 1040.50 TC: 1038.80 BC: 1038.30 TC: 1039.13 BC: 1038.63 1037.89 1039 1040 1038 1042 1037 1039 1045 1045 1044 1044 1044 1044 1043 1043 1043 1043 1042 1042 1042 1041 1041 1041 1040 1040 1040 1041 1038 1038 1038 1039 1039 1039 1038 1037 1037 1037 1037 1037 1037 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L301 GRADING PLAN ENLARGEMENT GRADING PLAN ENLARGEMENT01 L301 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W ST S ST ST S N84°58'29"W 53.43' S80°14'06"W 2 1 0 . 2 5 ' PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E VE N U E L I M I T S O F C O N S T R U C T I O N PA R K V I E W C R O S S I N G D R I V E LI M I T S O F C O N S T R U C T I O N 1033.37 TC: 1031.63 BC: 1031.13 TC/BC:1030.80 TC/BC:1030.95 1030.79 TC: 1031.40 BC: 1030.89 1030.95 1033.22 1033.31 TC/BC:1033.64 TC: 1033.92 BC:1033.42 TC/BC:1033.79 1032.90 1033.05 1031.67 1031.82 TC 1032.58 BC 1032.08 RIM: 1033.81 TC: 1034.31 BC: 1033.81 RIM: 1033.81 1. 0 % TC: 1030.38 RIM/BC: 1029.88RIM: 1030.88 1. 4 % TC/BC: 1029.70 TC/BC: 1029.86 TR:1030.63 1030.79 TR:1030.47 TC/BC: 1029.97 TR:1030.30 TC/BC: 1029.80 TC/BC: 1029.96 BR:1032.51 1033.47TR:1033.32 1033.32 TR: 1033.17 BR: 1033.38 BR: 1033.23 BR:1032.72 TC/BC: 1035.98 1036.48 TC/BC:1035.94 1036.44 TC/BC: 1034.15 TC/BC:1034.11 1034.65 1034.22 TC/BC: 1033.72 TC/BC:1035.62 TC/BC: 1035.58 1036.12 1036.08 1035.32 TC/BC: 1034.78 1035.28 TC/BC: 1034.82 TC/BC: 1033.00 TC/BC: 1032.96 1033.50 1033.46 1032.80 TC/BC:1032.51 1032.76 TC/BC: 1032.55 BR: 1032.88 BR: 1032.80 BR: 1033.30 BR: 1031.23 BR: 1031.19 TR: 1031.69 TC: 1031.73 BC: 1021.23 TR: 1031.46 BR: 1030.92 TR: 1031.42 BR: 1030.96 BR:1032.24 BR: 1032.18 TC: 1032.74 BC: 1032.24 TR: 1032.68 TC: 1032.35 BC: 1031.85 BR: 1032.81 TR: 1033.31 BR: 1031.85 BR: 1030.19 BR: 1030.15 TR: 1030.65 TR: 1030.65 1030.10 BR:1029.62 1030.12 BR: 1029.60 TC/BC: 1033.68 1034.18 1034.61 BR: 1033.00 BR: 1032.92 TR: 1033.50 TR: 1033.42 TC/BC: 1032.74 TC: 1032.62 BC: 1032.11 TC/BC: 1031.95 1033.61 1033.53 1033.71 1033.63 1032.88 1032.84 TC: 1033.38 BC: 1032.88 TC: 1031.91 BC: 1031.41 TC/BC: 1031.25 TC/BC: 1031.51 TC: 1032.18 BC: 1031.67 TC: 1030.01 BC: 1030.01 TC: 1030.67 BC: 1030.17 TC: 1030.55 BC: 1030.55 TC/BC:1030.13 TR: 1034.27 TR: 1034.17 TC/BC: 1033.77 TC/BC: 1037.67 TR: 1030.47 TR: 1030.63 TR: 1030.54 TC/BC: 1030.04 TC/BC: 1029.97 TC/BC: 1029.97 TC/BC: 1030.13 TR: 1029.60 TC/BC: 1029.67 TR: 1030.10 TR: 1030.17 TR: 1030.36 TR: 1030.20 1030.35 1030.51 1034.37 1034.27 1030.70 1030.19 1030.26 TR:1033.28 TR:1033.43 TR:1030.39 TR:1031.88 TR:1031.96 TR:1031.88 TR:1031.96 TC/BC: 1032.58 BC: 1039.50 BC: 1035.00 TC: 1039.70 BC: 1039.20 TC: 1039.31 BC: 1038.81 TC: 1039.47 BC: 1038.97 TC: 1038.65 BC: 1038.15 TC: 1048.49 BC: 1037.99 TC: 1037.31 BC: 1036.81 TC: 1038.15 BC: 1037.65 TC: 1037.97 BC: 1037.47 TC: 1037.50 BC: 1037.00 TC: 1036.26 BC: 1035.76 TC: 1037.08 BC: 1036.58 TC: 1036.90 BC: 1036.40 TC: 1036.42 BC: 1035.92 TC: 1034.38 BC: 1034.88 TC: 1035.29 BC: 1034.79 TC: 1035.90 BC: 1035.40 TC: 1035.65 BC: 1035.15 TC: 1035.40 BC: 1034.90 TC: 1035.09 BC: 1034.59 TC: 1035.36 BC: 1034.86 RIM:1034.86 TC: 1037.35 BC: 1036.85 TC: 1037.21 BC: 1036.70 TC: 1036.58 BC: 1036.08 TC: 1036.55 BC: 1036.05 TC: 1036.22 BC: 1035.72 TC: 1036.05 BC: 1035.55 TC: 1035.60 BC: 1035.10 TC: 1045.00 BC: 1034.50 TC: 1034.46 BC: 1033.96 TC: 1033.90 BC: 1033.40 TC: 1033.40 BC: 1032.90 TC: 1035.45 BC: 1034.95 TC: 1034.85 BC: 1034.35 TC: 1035.45 BC: 1034.95 TC: 1034.85 BC: 1034.35 TC: 1033.49 BC: 1032.99 TC: 1032.85 BC: 1032.35 HP 1035.75 TC: 1035.85 BC: 1035.35 TC: 1035.55 BC: 1035.05 TC: 1035.65 BC: 1035.15 TC: 1034.86 BC: 1034.36 TC: 1044.66 BC: 1034.16 TC: 1033.56 BC: 1033.06 TC: 1034.40 BC: 1033.90 TC: 1034.20 BC: 1033.70 TC: 1033.76 BC: 1033.26 TC: 1032.51 BC: 1032.01 TC: 1033.30 BC: 1032.80 TC: 1032.60 BC: 1033.10 TC: 1032.70 BC: 1032.20 TC: 1031.73 BC: 1031.23 TC: 1031.61 BC: 1031.11 TC: 1032.26 BC: 1031.76 TC: 1032.06 BC: 1031.56 TC: 1031.67 BC: 1031.17 TC: 1031.88 BC: 1031.38 TC: 1031.88 BC: 1031.38 RIM:1031.38 TC: 1035.35 BC: 1034.85 1029.65TC:1033.10 BC: 1032.60 TC:1032.60 BC: 1032.10 TC:1032.10 BC: 1031.60 TC:1031.60 BC: 1031.10 TC:1031.10 BC: 1030.60 TC:1030.60 BC: 1030.10 TC:1033.45 BC: 1032.95 TC:1033.15 BC: 1032.65 TC:1032.95 BC: 1032.45 TC:1031.10 BC: 1030.60 TC:1031.15 BC: 1030.65 TC:1031.50 BC: 1031.00 TC:1029.33 BC: 1028.83 TC:1029.67 BC: 1029.17 TC:1031.02 BC: 1030.52 HP/BC: 1030.87 HP/BC: 1030.39 10341035 1036 1030 1030 1031 1038 10341035 1036 10341035 1036 1030 1030 1031 1032 10321033 1033 1033 1034 1034 1034 1035 1035 1035 136 136 0 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L302 GRADING PLAN ENLARGEMENT GRADING PLAN ENLARGEMENT01 L302 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. T W SST S ST ST ST S0 0 ° 1 8 ' 5 5 " W 4 0 9 . 7 8 ' R=25.00 R=535.00 L=250.80 CH=248.51 CH BR=N09°30'59"E R=965.00 L=124.73 CH=124.64 CH BR=N19°14'36"E N51°40'56"W 48.40' N84°58'29"W 53.43' S80°14'06"W 2 1 0 . 2 5 ' P.O.B. SW CORNER OF CH A R L E S G O O D A L L 323 3 A S H W O R T H R D WA U K E E I A 5 0 2 6 3 EX. 20.00' STORM SEWER EASEMENT BK. 2018 PG. 14402 EX. DETENTION EASEMENT BK. 2018 PG. 14411 PR O P E R T Y L I N E LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N LIMITS OF CON S T R U C T I O N 1. 5 % RIM: 1028.45 RIM: 1027.56 RIM: 1026.90 RIM: 1027.00 2. 0 % TR: 1030.10 TR: 1030.36 TR: 1030.20 1030.35 1030.51 TC/BC: 1029.05 TC/BC: 1029.21 TR: 1029.71 TR: 1029.55 1029.86 1029.70 TC/BC: 1028.23 TC/BC: 1028.12 TR: 1028.62 TR: 1028.73 1028.77 1028.88 1030.19 TC: 1027.50 BC: 1027.00 TC: 1028.80 BC: 1028.30 1027.95 1028.07 TC: 1030.09 BC:1029.59 TC:1029.31 BC:1028.81 TC:1031.02 BC: 1030.52 TC:1030.42 BC: 1029.92 TC:1029.42 BC: 1028.92 TC: 1029.79 BC: 1029.29 HP/BC: 1030.87 HP/BC: 1030.39 TC:1029.02 BC: 1028.52 TC: 1028.37 BC: 1027.87 TC: 1028.22 BC: 1027.72 TC: 1027.95 BC: 1027.45 TC: 1028.25 BC: 1027.75 TC: 1027.65 BC: 1027.15 TC: 1027.60 BC: 1027.10 TC: 1027.57 BC: 1027.07 TC: 1027.87 BC: 1027.37 TC: 1028.78 BC: 1028.28 TC: 1028.53 BC: 1028.03 TC: 1028.46 BC: 1027.96 TC: 1028.35 BC: 1027.85 TC: 1028.72 BC: 1027.22 TC: 1027.79 BC: 1027.43 TC: 1028.03 BC: 1027.53 100 YEAR FLOOD ELEVATION AT 1026.01 TC: 1029.16 BC: 1028.72 TC: 1029.65 BC: 1029.15 TC: 1029.65 BC: 1029.15 TC: 1029.24 BC: 1028.74 TC: 1028.58 BC: 1028.08 TC: 1028.48 BC: 1027.98 TC: 1028.18 BC: 1027.68 TC: 1027.95 BC: 1027.45 TC: 1028.00 BC: 1027.50 TC: 1029.34 BC: 1028.84 TC: 1027.40 BC: 1026.90 TC: 1028.75 BC: 1028.25 1028 1029 1029 1027 1028 1028 1028 1029 1029 1027 1028 1029 1029 1027 1028 1028 1028 1028 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L303 GRADING PLAN ENLARGEMENT GRADING PLAN ENLARGEMENT01 L303 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W S.E . P A R K V I E W C R O S S I N G D R . S ST 8" W A T E R LI M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION RIM: 1043.89RIM: 1042.49 RIM: ###### RIM: 1039.54 1.0% 3. 0 % 1. 0 % 1.0%1.7 % 2.3 %2.4% TR: 1040.89 TR: 1040.80 TC/BC: 1040.30 TC/BC: 1040.39 1040.99 1040.90 TC: 1042.69 BC: 1042.19 1041.83 1040.40 TC: 1040.93 LP/BC:1040.78 1041.35 TC 1042.01 BC 1041.51 TC 1040.75 BC 1040.25 TC 1040.75 BC 1040.25 TC: 1040.95 BC: 1040.45 TC 1042.38 BC 1041.88 1041.56 1040.80 TC 1041.48 BC 1040.98 1041.681041.681041.68 1041.68 1041.68 TC 1041.09 BC 1040.59 TC 1041.29 BC 1040.79 TC 1041.39 BC 1040.89 TC 1041.49 BC 1040.99 1043.54 1043.64 TC: 1042.46 BC: 1041.96 TC: 1042.15 BC: 1041.65 TC: 1040.98 TC: 1041.80 BC: 1041.30 TC: 1041.78 BC: 1041.28 TC: 1041.92 HP/BC: 1041.42 TC: 1040.89 BC: 1040.39 TC: 1040.80 BC: 1040.30TC: 1040.62 BC: 1040.12 TC: 1040.58 BC: 1040.08 TC: 1040.52 BC: 1040.02 TC: 1040.97 BC: 1040.47 TC: 1040.60 BC: 1040.10TC: 1041.18 BC: 1040.68 TC: 1042.33 BC: 1041.83 TC: 1032.27 BC: 1041.77 TC: 1042.10 BC: 1041.60 TC: 1040.34 BC: 1039.84 TC: 1040.29 BC: 1039.79 TC: 1042.94 HP/BC: 1042.44 LP: 1040.77 1039.59 TC: 1040.04 BC: 1039.54 TC: 1040.52 BC: 1040.02 TC: 1041.09 BC: 1040.59 TC: 1041.29 BC: 1040.79 TC 1042.38 BC 1041.88 TC: 1041.64 BC: 1041.14 1041 1041 1041 1041 1042 1042 1042 1043 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L304 GRADING PLAN ENLARGEMENT GRADING PLAN ENLARGEMENT01 L304 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W ST S ST 8" WATER PR O P E R T Y L I N E VENUE LIMITS OF CONSTRUCTION VENUE LIMITS OF CONSTRUCTION A1 BUILDING A BUILDING B BUILDING C BUILDING E 1033.63 RIM: 1032.73 1034.95 1035.03 1035.03 1034.95 1034.95 TC: 1034.91 BC: 1034.41 TC: 1034.91 BC: 1034.41 TC: 1034.91 BC: 1034.41 TC: 1034.91 BC: 1034.41 TC: 1034.91 BC: 1034.41 TC: 1034.91 BC: 1034.41 1032.941033.37 1033.06 BS: 1035.03 1034.53 TC: 1034.89 BC: 1034.39 1033.06 1032.761033.13 1032.87 1034.99 TC/BC:1033.53 TC: 1033.74 BC: 1033.24 TC/BC:1033.38 TC: 1033.77 BC:1033.27 1033.17 TC: 1034.09 BC: 1033.59 1033.62 TC: 1034.05 BC: 1033.55 1033.39 1033.34 1035.03 1034.95 TC: 1034.91 BC: 1034.41 1034.971034.99 1034.55 1034.891034.18 1033.651033.62 1033.80 1034.09 1033.31 TC/BC:1033.64 TC: 1033.92 BC:1033.42 1033.28 TC/BC:1033.79 TC:1033.86 BC:1033.36 1033.05 TC: 1034.44 BC: 1033.94 TC: 1034.79 1034.31 1035.11 RIM: 1036.36 RIM: 1036.03 RIM: 1035.63 1% 3. 8 % 1.1%1%1% 1% 2. 1 % 2. 6 % .5 % .92%.92% 1. 5 % 3. 3 % .5% 1. 9 % .23%.23% 1.8% 1% 1.1% 2. 5 % 3. 8 % 1. 4 % .5 % .4 % .4 % 2. 3 5 % ANTICIPATED FUTURE FFE: 1036.33 ANTICIPATED FUTURE FFE: 1036.33 FUTURE FFE: 1041.68 RIM: 1037.36RIM: 1036.33 RIM: 1033.69 RIM: 1033.69 RIM: 1034.53 8. 3 % 2. 5 % 2.0% 3.8% 1.0% 1.0% 2.4 % 2.3 %2.4% 1. 4 % 1. 4 % 1. 5 % TC/BC: 1033.80 TC/BC/HP: 1034.35 TC/BC/HP: 1034.23 TC/BC: 1034.04 TC/BC:1034.19 BR:1033.44 BR:1033.59 TR:1033.72 TR:1033.72 1034.33 1034.33 1034.44 1034.44 1033.47 1033.32 BR: 1033.38 1036.91 1036.20 TC/BC: 1040.12 TC/BC: 1037.07 TC/BC: 1040.02 TR: 1035.53 TC/BC: 1035.03 TR: 1035.53 TR: 1040.62 TR: 1040.52 1040.62 1040.72 TC/BC: 1037.19 TR: 1036.92 1037.02 TC/BC: 1036.20 TC/BC: 1036.10 TR: 1036.82 1036.92 TR: 1034.27 TR: 1034.17 TC/BC: 1033.77 TC/BC: 1037.67 TR: 1034.83 TR: 1034.74 1034.83 1034.92 TC/BC: 1034.24 TC/BC: 1034.33 TR: 1034.30 TR: 1034.39 TC/BC: 1033.89 1034.40 1034.49 TR: 1034.73 TR: 1034.85 1034.941034.82 TC/BC: 1034.62 TC/BC: 1034.74 TR: 1035.24TR: 1035.12 1035.21 1035.33 1034.37 1034.27 1035.00 TR: 1034.91 TC/BC:1034.41 TR:1033.43 HP: 1034.23 1034.28 HP: 1034.23 1033.96 1033.92 1034.02 TC: 1035.53 BC: 1035.03 TC: 1035.53 BC: 1035.03 TC: 1035.53 BC: 1035.03 TC: 1035.53 BC: 1035.03 1034.70 1034.67 1034.56 1034.13 1034.05 1034.14 1034.21 1034.19 TC: 1034.91 BC: 1034.41 TC: 1034.91 BC: 1034.41 1034.70 1034.58 1037.33 1037.33 1037.83 1037.331037.33 1036.33 1036.33 1036.331036.33 1038.38 1037.33 1036.33 TC: 1037.47 BC: 1036.97 1041.35 1037.46 TC/BC:1038.06 TC/BC:1037.59 TC 1040.74 BC 1040.24 1041.68 1041.68 1041.68 1041.68 1041.68 1041.18 TC 1041.49 BC 1040.99 1041.22 TC/BC (NO CURB HERE) TC 1041.44 BC 1040.94 TC 1041.42 BC 1040.92 TC 1040.92 BC 1040.42 TC 1039.90 BC 1039.40 TC 1040.64 BC 1040.14 1040.381039.84 1036.27 1039.68 1036.67 1036.77 FOUNDATION WALL +/- 2' 1037.17 1037.27 1039.68 1041.54 1041.50 1037.89 TC: 1038.78 BC: 1038.28TC: 1038.59 BC: 1038.09 TC: 1038.48 BC: 1037.98 TC: 1038.78 BC: 1038.28 TC: 1038.12 BC: 1037.62 TC: 1037.62 BC: 1037.12 TC: 1037.26 BC: 1036.76 TC: 1037.20 BC: 1036.70TC: 1037.00 BC: 1036.50 TC: 1036.94 BC: 1036.44 TC: 1037.26 BC: 1036.76 TC: 1037.62 BC: 1037.12 TC: 1037.19 BC: 1036.69 TC: 1037.43 BC: 1036.93 TC: 1037.24 BC: 1036.74 TC: 1037.33 BC: 1036.83 TC: 1038.25 BC: 1037.75 TC: 1038.04 BC: 1037.54 TC: 1038.50 BC: 1038.00 TC: 1038.14 BC: 1037.64 TC: 1037.90 BC: 1037.40 TC: 1038.40 BC: 1037.90 TC: 1038.89 BC: 1038.39 TC: 1038.82 BC: 1038.32 TC: 1038.06 BC: 1037.56 LP: 1037.43 TC: 1038.72 HP/BC: 1038.22 TC: 1037.68 HP/BC: 1037.18 1037.91 TC: 1038.80 BC: 1038.30 TC: 1039.40 BC: 1038.90 TC: 1039.01 BC: 1038.51 TC: 1038.34 BC: 1037.84 TC: 1039.92 BC: 1039.42 TC: 1040.49 BC: 1039.99 TC: 1039.69 BC: 1039.19 TC: 1040.00 BC: 1039.50 TC: 1039.30 .BC: 1038.80 TC: 1040.34 HP/BC: 1039.84 TC: 1039.20 BC: 1038.70 TC: 1039.95 BC: 1039.45 TC: 1040.10 BC: 1039.60 TC: 1040.20 BC: 1040.10 TC: 1041.70 HP/BC: 1040.20 TC: 1040.30 BC: 1039.80 TC: 1039.86 BC: 1039.36 TC: 1039.60 BC: 1039.10 TC: 1039.65 BC: 1039.15TC: 1039.82 BC: 1039.32 TC: 1039.46 BC: 1038.96 TC: 1039.52 BC: 1039.02 TC: 1040.11 BC: 1039.61 TC: 104.035 BC: 1039.85 TC: 1040.47 BC: 1039.97 TC: 1037.12 BC: 1036.62 HP: 1036.76 LP: 1039.10 TC: 1041.36 BC: 1040.86 TC: 1040.98 BC: 1040.48 TC: 1041.16 BC: 1040.56TC: 1041.16 BC: 1040.66 TC: 1041.80 BC: 1041.30 TC: 1041.78 BC: 1041.28 TC: 1040.50 BC: 1040.00 TC: 1040.89 BC: 1040.39 TC: 1040.58 BC: 1040.08 TC: 1040.19 BC: 1039.69 BC: 1041.60 LP: 1038.75 LP: 1040.77 HP: 1041.05 1039.59 TC: 1035.20 BC: 1034.70 TC: 1035.20 BC: 1034.70 TC: 1034.76 BC: 1034.26 TC: 1034.70 BC: 1034.20 1041 1040 1040 1040 1039 1038 1041 1039 1038 1040 1038 1035 1035 1035 136 136 136 1037 1037 1034 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L305 GRADING PLAN ENLARGEMENT GRADING PLAN ENLARGEMENT01 L305 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. S ST CH BR=N19°14'36"E PR O P E R T Y L I N E VE N U E L I M I T S O F C O N S T R U C T I O N VENUE LIMITS OF CONSTRUCTION VENUE LIMITS OF CONSTRUCTION VE N U E L I M I T S O F CO N S T R U C T I O N VE N U E L I M I T S O F CO N S T R U C T I O N A2 A1 BUILDING F BUILDING G BUILDING H BUILDING I BUILDING E 1035.03 1034.95 1035.03 1035.03 1036.03 1036.03 1036.03 1036.03 BS: 1035.03 1034.53 TC: 1034.89 BC: 1034.39 1035.03 1035.03 1035.03 1034.65 1034.65 HP/TC: 1034.47 BC:1033.97 1034.47 1034.881034.88 1034.99 1035.46 HP: 1035.64 1035.46 BC:1033.27 1033.17 TC: 1034.09 BC: 1033.59 RIM:1029.85 TC/BC:1030.94 TC/BC:1030.79 1031.88 1031.97 1032.66 1031.44 1032.68 1031.83 RIM: 1029.55 1030.69 1031.36 TC: 1034.05 BC: 1033.55 1033.39 1033.34 TC: 1031.63 BC: 1031.13 1035.03 1034.951034.99 1034.89 1036.03 1030.89 1031.03 1031.21 1032.861032.42 1031.73 1031.82 TC/BC:1030.80 1030.72 TC/BC:1030.95 1030.79 TC: 1031.40 BC: 1030.89 1030.95 TC: 1031.35 BC: 1030.85 1030.93 TC: 1030.89 BC: 1030.39 1034.65 1034.47 1034.18 1033.80 1033.82 1034.09 1033.28 1033.05 1031.67 1031.82 1032.64 1032.79 TC: 1034.44 BC: 1033.94 TC: 1034.79 BC: 1034.29 1034.44 1034.31 1035.11 FFE: 1035.03STAGE: 1040.03DOCK:1040.03 .4 % .4 % ANTICIPATED FUTURE FFE: 1035.03 ANTICIPATED FUTURE FFE: 1032.93 ANTICIPATED FUTURE FFE: 1032.93 1. 5 % 1. 5 % RIM: 1034.53 RIM: 1028.45 RIM: 1032.53 RIM: 1032.53 RIM: 1032.53 RIM: 1034.53 RIM: 1034.53 RIM: 1034.53 RIM: 1034.53 0. 0 % 1033.38 1033.00 1032.93 3. 0 % 2. 0 % 2. 0 % 1.1% 2.0% 3. 1 % 1.0% TC: 1035.03 BC: 1034.53 1034.40 1034.30 1034.10 TR:1033.72 TC: 1031.71 BC: 1031.21 TC/BC: 1032.43 1034.26 TR: 1032.66 TC/BC:1032.28 1034.33 1035.03 1034.41 1034.23 TR: 1032.51 1031.80 1031.38 TC:1031.97 BR/BC:1031.47 TR/TC: 1031.85 TR/TC: 1031.79 BC: 1031.29 1031.38 TR/TC: 1031.86 BC: 1031.38 TR/TC: 1031.95 TC/BC: 1029.70 TR:1030.63 1030.79 TR:1030.30 TC/BC: 1029.80 1033.32 1031.49 TC/BC:1029.80 TR/TC: 1032.73 TR: 1034.25 TR: 1030.20 1030.35 TC/BC: 1029.65 TR: 1030.15 TR: 1030.30 1030.39 1030.24 1032.04 TR: 1032.54 TR: 1032.45 1031.95 TR: 1032.91 1032.41 1032.32 TR: 1032.82 1035.00 1033.00 1032.63 1032.45 1032.54 TC: 1032.45 BC: 1031.95 1031.43 TC: 1030.06 BC: 1029.56 TC: 1030.09 BC:1029.59 TC:1029.31 BC:1028.81 TC:1031.02 BC: 1030.52 TC:1029.42 BC: 1028.92 TC: 1030.39 BC: 1029.89 TC: 1030.17 BC: 1029.67 TC: 1029.90 BC: 1029.40 TC:1029.72 BC: 1029.22 TC: 1029.65 BC: 1029.15 TC: 1029.79 BC: 1029.29 TC: 1032.01 BC: 1031.51 TC: 1031.37 HP/BC: 1030.87 TC: 1030.89 HP/BC: 1030.39 TC: 1030.87 BC: 1030.37 TC: 1031.10 BC: 1030.60 TC: 1031.90 BC: 1031.40 TC:1032.98 BC: 1032.48 TC:1032.17 BC: 1031.67 TC: 1032.61 BC: 1032.11 TC: 1033.82 BC: 1033.32 TC: 1033.01 BC: 1032.51 TC: 1033.41 BC: 1032.91 TC: 1031.54 BC: 1031.04 TC: 1031.36 BC: 1030.86 TC:1032.95 HP/BC: 1030.57 TC: 1030.88 BC: 1030.38 TC: 1031.67 BC: 1031.17 TC: 1030.80 BC: 1030.30 TC: 1031.81 BC: 1031.31 TC: 1030.97 BC: 1030.47 TC:1029.02 BC: 1028.52 TC:1030.29 BC: 1029.79 TC:1032.75 HP/BC: 1032.25 TC/BC:1033.25 TC/BC:1032.94 TC:1032.28 BC: 1031.78 TC:1033.00 BC: 1032.50 TC:1031.60 BC: 1031.10 TC:1031.19 BC: 1030.69 TC:1030.95 BC: 1030.45TC: 1030.40 BC: 1029.90 TC: 1030.73 HP/BC: 1030.23 TC: 1030.93 BC: 1030.43 TC: 1030.03 BC: 1029.53 TC: 1029.83 BC: 1029.33 TC: 1030.00 BC: 1029.50 TC: 1029.34 BC: 1028.84 TC: 1029.34 BC: 1028.84 TC: 1029.04 BC: 1028.54 TC: 1029.78 BC: 1029.28 TC/BC:1029.28 1029.66 TC: 1033.42 BC: 1032.92 1030.27 TC: 1030.88 BC: 1030.38 1030.18 TC: 1028.68 BC: 1028.18 TC: 1028.68 BC: 1028.18 TC: 1029.59 BC: 1029.09 TC: 1029.69 BC: 1029.19 1029.071028.88 TC:1029.53 BC: 1029.03 TC:1029.65 BC: 1029.15 TC:1029.65 BC: 1029.15 TC:1029.69 BC: 1029.19 TC: 1029.54 BC: 1029.04 TC: 1032.73 BC: 1032.23 TC: 1034.42 BC: 1033.92 TC: 1034.48 BC: 1033.98 TC: 1032.73 BC: 1032.23 TC: 1034.06 BC: 1033.56 TC: 1029.24 BC: 1028.74 TC: 1028.58 BC: 1028.08 TC: 1029.34 BC: 1028.84 TC: 1028.75 BC: 1028.25 1029 1029 1030 1030 1030 1030 1029 1029 1029 1030 1030 1030 1030 1032 1033 1033 1033 1033 1029 1029 1031 1031 1031 1031 1032 10321031 1034 1034 1034 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L306 GRADING PLAN ENLARGEMENT GRADING PLAN ENLARGEMENT01 L306 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. T ASHWORTH ROA D W S POWER POLE PHONE RISER CH BR=N19°14'36"E SE ASHWORTH R O A D BUILDING H BUILDING I LIMITS OF CON S T R U C T I O N LIMITS OF CON S T R U C T I O N SE ASHWORTH R O A D RIM: 1027.54 ANTICIPATED FUTURE FFE: 1031.45 ANTICIPATED FUTURE FFE: 1031.45 RIM: 1026.90 RIM: 1026.90 RIM: 1026.90 RIM: 1026.90 RIM: 1026.98 RIM: 1028.08 RIM: 1028.63 2. 0 % 2.0% 1.5% 1.0% 2. 0 % 2. 0 % TC/BC:1029.80 TC/BC: 1028.62 TC/BC: 1027.89TR: 1029.29 TR: 1029.12 TR: 1030.36 TR: 1030.17 TC/BC: 1029.67 TC/BC: 1029.94 TC/BC: 1029.65 TR: 1030.15 TR: 1030.30 1030.39 1030.24 1030.10 1029.21 1029.38 1030.47 1030.28 TC: 1030.58 BC: 1030.08 TC: 1029.73 BC: 1029.23 TC: 1028.58 BC: 1028.08 1031.43 TC: 1028.58 BC: 1028.08 1028.22 1028.17 1029.02 1028.97 TC: 1027.38 HP/BC: 1026.52 1027.29 TC: 1029.34 BC: 1028.84 BC: 1028.84 TC: 1029.04 BC: 1028.54 TC: 1028.68 BC: 1028.18 TC: 1028.21 BC: 1027.71 TC: 1028.21 BC: 1027.71 TC: 1028.68 BC: 1028.18 TC: 1029.36 BC: 1028.86 TC: 1028.78 BC: 1028.28 TC: 1028.36 BC: 1028.86 TC: 1028.78 BC: 1028.28 TC: 1028.37 BC: 1027.87 TC: 1028.22 BC: 1027.72 TC: 1027.57 BC: 1027.07 TC: 1027.87 BC: 1027.37 TC: 1029.59 BC: 1029.09 TC: 1029.69 BC: 1029.19 1029.071028.88 TC:1029.53 BC: 1029.03 TC:1029.65 BC: 1029.15 BC: 1029.15 TC: 1027.65 BC: 1027.15 TC: 1027.60 BC: 1027.10 TC: 1027.65 BC: 1027.15 TC: 1027.60 BC: 1027.10 TC: 1027.95 BC: 1027.45 TC: 1028.25 BC: 1027.75 TC: 1027.95 BC: 1027.45 TC: 1028.25 BC: 1027.75 TC: 1027.95 BC: 1027.45 TC: 1028.25 BC: 1027.75 TC: 1027.65 BC: 1027.15 TC: 1027.60 BC: 1027.10 TC: 1028.12 BC: 1027.62 TC: 1028.37 BC: 1027.87 TC: 1028.22 BC: 1027.72 TC: 1028.12 BC: 1027.62 1027.29TC: 1027.92 BC: 1027.42 TC: 1028.03 HP/BC: 1027.53 TC: 1027.61 BC: 1027.11 TC: 1028.21 BC: 1027.71 TC: 1028.09 BC: 1027.59 TC: 1027.51 BC: 1027.01 TC: 1027.57 BC: 1027.07 TC: 1027.87 BC: 1027.37 TC: 1028.05 BC: 1027.55 TC: 1028.04 BC: 1027.54 TC: 1028.29 BC: 1027.79 TC: 1028.25 BC: 1027.75 TC: 1028.40 BC: 1027.90 TC: 1028.65 BC: 1028.15 TC: 1029.15 BC: 1028.65 TC: 1028.77 BC: 1028.27 TC: 1028.58 BC: 1028.08 TC: 1028.78 BC: 1028.28 TC: 1028.63 BC: 1028.13 TC: 1028.48 BC: 1027.98TC: 1028.08 BC: 1027.58 TC: 1028.23 BC: 1027.73 TC: 1028.28 BC: 1027.78 TC: 1027.94 HP/BC: 1027.44 TC: 1027.98 BC: 1027.48 TC: 1027.65 HP/BC: 1027.15 TC: 1028.35 BC: 1027.85 TC: 1028.63 BC: 1028.13 TC: 1028.89 LP/BC: 1028.39 TC: 1028.98 BC: 1028.48 TC: 1029.35 BC: 1028.85 TC: 1028.64 BC: 1028.14 TC: 1029.09 BC: 1028.59 TC: 1029.14 BC: 1028.64 TC: 1028.83 BC: 1028.33 TC: 1028.92 HP/BC: 1028.42 TC: 1029.22 HP/BC: 1028.72 TC: 1029.12 BC: 1028.62 TC: 1029.62 BC: 1029.12 1028.03 1028.73 1028.98 TC: 1029.36 BC: 1028.86 TC/BC: 1029.36 TC/BC: 1029.72 TC: 1029.72 BC: 1029.22 TC: 1029.42 BC: 1028.92 TC: 1029.12 BC: 1028.62 TC: 1028.88 BC: 1028.38 TC: 1029.78 BC: 1029.28 1029.54 1030.00 TC: 1030.54 BC: 1030.04 TC: 1030.25 BC: 1029.75 TC: 1029.24 BC: 1028.74 TC: 1028.58 BC: 1028.08 TC: 1027.95 BC: 1027.45 TC: 1028.00 BC: 1027.50 TC: 1029.34 BC: 1028.84 TC: 1027.40 BC: 1026.90 TC: 1028.75 BC: 1028.25 1027 1029 1029 1030 1030 1027 1028 10271027 1029 1028 1028 1029 1029 1029 1029 1029 1030 1030 1027 1028 1027 1028 1028 1028 1028 1027 1028 1028 1028 1028 1028 1028 1029 1031 1028 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L307 GRADING PLAN ENLARGEMENT GRADING PLAN ENLARGEMENT01 L307 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W S S BUILDING C BUILDING D BUILDING E LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION GR A N D P R A I R I E P A R K W A Y GRAND P R A I R I E P A R K W A Y RIM: 1032.60 RIM:1036.53 RIM: 1036.01 RIM: 1036.54 1.8% .92% 3. 8 % .3% ANTICIPATED FUTURE FFE: 1036.33 FUTURE FFE: 1041.68 FUTURE FFE: 1038.48 RIM: 1033.69 RIM: 1033.55 RIM: 1034.80 3.8% 8.0% 1.0% 1.7% 2.0% 2.0% 2.0% 1.5 % 2. 2 % 2. 2 % 1.0% 2.3% 2. 0 % TC/BC/HP: 1034.35 BR: 1033.98 TC/BC: 1034.76 TC/BC: 1036.46 TC/BC: 1036.19 TC/BC: 1036.53 TC/BC: 1037.70 TC/BC: 1037.60 TR: 1038.20 TR: 1038.10 TR: 1037.03 TR: 1036.96 TR:1036.75 TC/BC: 1038.66 TR: 1039.16TR: 1039.04 TC/BC: 1038.54 TR: 1035.26 TR: 1035.17 TC/BC: 1034.67 TR: 1035.76TR: 1035.67 1035.76 TC/BC: 1035.17 TC/BC: 1035.26 TC/BC: 1035.19 TR: 1035.69 TC/BC: 1035.26 TC/BC: 1035.71 TR: 1036.21 TR: 1036.12 TC/BC: 1035.62 TR: 1036.46 TR: 1036.37 1036.52 1036.43 TC/BC: 1035.62 TC/BC: 1035.53 1039.271039.15 TR: 1034.85 1034.94 TC/BC: 1034.62 TC/BC: 1034.74 TR: 1035.24 1035.33 1038.30 1038.20 1036.96 TC/BC: 1036.25 TR: 1036.69 1036.81 1036.75 1036.90 1036.18 1036.27 1035.17 1035.08 TC/BC: 1037.78 TC/BC:1037.82 TR: 1038.32 TR: 1038.28 1038.41 1038.37 BR: 1034.04 TR: 1034.54 TR: 1034.58 1034.63 1034.67 TC: 1035.53 BC: 1035.03 LP: 1034.42 TC: 1034.91 BC: 1034.41 TC: 1035.02 BC: 1034.52 HP: 1035.89 HP: 1035.17 TC:1034.24 BC: 1033.74 1032.94 1033.32 1034.33 TC: 1033.35 BC: 1032.85 TC: 1033.55 BC: 1033.05 1037.33 1036.33 1037.26 1038.03 TC: 1038.36 BC: 1037.86 HP: 1037.54 1041.68 1041.68 1041.68 1041.68 1041.68 1039.68 1036.77 FOUNDATION WALL +/- 2' 1037.17 1037.27 1039.68 RAMP 1039.21 TC 1039.09 BC 1038.59 TC 1038.89 BC 1038.39 1041.54 1041.50 1041.54 1041.38 TS 1041.10 BS 1038.10 1037.61 TC: 1037.49 BC: 1036.99 TC: 1037.40 BC: 1036.90 TC: 1037.86 BC: 1037.36 1037.98 TC 1038.60 BC 1038.10 TC: 1038.40 BC: 1037.90 1041.58 TS: 1041.22 BS: 1038.72 HP 1039.20 1038.94 1038.70 TC 1037.95 BC 1037.45 1038.70 1038.54 1037.16 1037.22 TC: 1033.98 TC: 1034.93 BC: 1034.43 TC: 1033.78 BC: 1033.28 TC: 1034.58 BC: 1034.08 TC: 1034.84 BC: 1034.34 TC: 1034.39 BC: 1033.89 TC: 1034.59 BC: 1034.09 TC: 1034.41 BC: 1033.91 TC: 1034.19 BC: 1033.69 TC: 1034.27 BC: 1033.77 TC: 1036.00 BC: 1035.50 TC: 1035.61 BC: 1035.11 TC: 1035.21 BC: 1034.71 TC: 1035.80 BC: 1035.30 TC: 1035.89 BC: 1035.39 TC: 1037.00 BC: 1036.50 TC: 1036.76 BC: 1036.26 TC: 1036.64 BC: 1036.14 TC: 1037.90 BC: 1037.40 TC: 1037.59 BC: 1037.09 TC: 1037.52 HP/BC: 1037.02 TC: 1037.14 BC: 1036.64 TC: 1036.94 BC: 1036.44 TC: 1037.68 BC: 1037.18 TC: 1037.52 BC: 1037.02 TC: 1037.75 BC: 1037.25 TC: 1037.86 BC: 1037.36 TC: 1037.11 BC: 1036.61 TC: 1038.71 BC: 1038.21 TC: 1039.56 BC: 1039.06 TC: 1039.63 BC: 1039.13 TC: 1040.38 BC: 1039.88 TC: 1039.08 BC: 1038.58 TOF: 1038.25 TC: 1038.40 BC: 1037.90 TC: 1037.31 BC: 1036.81 TC: 1036.99 BC: 1036.49 TC: 1036.51 BC: 1036.01 TC: 1037.30 BC: 1036.80 TC: 1037.62 BC: 1037.12 TC: 1037.66 BC: 1037.16 TC: 1037.98 BC: 1037.48 TC: 1037.98 BC: 1037.48 TC: 1038.28 BC: 1037.78 TC: 1038.15 BC: 1037.65 TC: 1038.06 BC: 1037.56 TC: 1037.98 BC: 1037.48 TC: 1038.28 BC: 1037.78 TC: 1040.92 BC: 1040.42 TC: 1040.79 BC: 1040.29 TC: 1041.07 BC/HP: 1040.57 TC: 1041.32 BC: 1040.82 TC: 1041.60 BC: 1041.10 TC: 1041.35 BC: 1040.85 TC: 1041.09 BC: 1040.59 TC: 1042.88 BC: 1042.38 TC: 1041.49 BC/HP: 1040.99 TC: 1038.67 BC: 1038.17 TC: 1038.77 BC: 1038.27 TC: 1038.28 BC: 1037.78 TC: 1038.96 BC/HP: 1038.46 TC: 1037.97 BC: 1037.47 TC: 1037.60 BC: 1037.10 TC: 1038.78 BC: 1038.28 TC: 1038.46 BC/HP: 1037.96 TC: 1038.27 BC: 1038.77 TC: 1039.18 BC: 1038.68 TC: 1037.97 BC: 1037.47 TC: 1038.61 BC: 1038.11 TC: 1038.67 BC: 1038.17 TC: 1038.77 BC: 1038.27TC: 1038.51 BC: 1038.01 TC: 1039.01 BC: 1038.51 TC: 1033.55 BC: 1038.61 TC: 1038.17 BC: 1038.67 TC: 1039.27 BC: 1038.77 TC: 1040.13 BC: 1039.63 TC: 1038.86 BC: 1038.36 TC: 1037.86 BC: 1037.36 TC: 1037.86 BC: 1037.36 1038.03 TC: 1035.20 BC: 1034.70 TC: 1034.76 BC: 1034.26 TC: 1034.70 BC: 1034.20 1041 1040 1038 1038 1038 1038 1038 1038 1039 1041 1040 1040 1039 10381039 1039 1040 10351035 1033 10351035 1035 136 136 136 1037 1037 1037 1034 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L309 GRADING PLAN ENLARGEMENT GRADING PLAN ENLARGEMENT01 L308 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W ST S ST S TR ST TR ST S.E. E S K E R R I D G E D R I V E S 5 3 ° 2 3 ' 2 5 " E 18 8 . 4 9 ' S69 ° 2 2 ' 3 7 " E 83.0 2 ' S26°31'52"E 25.00' ESKER RIDGE DRI V E LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION GR A N D P R A I R I E P A R K W A Y S.E. ES K E R R I D G E D R I V E RIM: 1040.80 RIM: 1039.98 RIM: 1038.95 FFE: 1042.16 RIM: 1040.31 RIM: 1040.46 RIM: 1042.66 RIM: 1039.55 0. 9 % 1.0%1.0% 1. 0 % 5. 0 % 8.0% 2.0% 2.0% 2. 6 % 1. 0 % 1.0 %RIM: 1040.38 RIM: 1040.60 TC/BC: 1041.59 TC/BC: 1041.48 TC/BC: 1041.74 TR: 1041.98 TR: 1042.07 TC/BC: 1041.63 TR: 1042.13 TC/BC: 1042.22 TR: 1040.90 TR: 1040.99 TC/BC: 1040.40TC/BC: 1040.49 TC/BC: 1040.86 TC/BC: 1040.95 TR: 1041.36 TR: 1041.45 1041.55 1041.46 1041.00 1041.09 1042.32 1042.23 1042.08 1042.17 1040.37 1040.98 1041.12 RIM: 1041.59 (EXISTING LISTED AS 1042.13) TC: 1044.20 BC: 1043.70 TC: 1043.68 BC/HP: 1043.18 1041.27 1041.31 TC: 1040.50 BC: 1040.00 TC: 1040.52 BC: 1040.02 TC: 1040.42 BC: 1039.92 1039.64 TC: 1043.16 BC/HP: 1042.66 1043.82 1041.56 TC 1041.48 BC 1040.98 1041.26 TC: 1039.65 BC: 1041.15 1040.50 HP TC 1040.35 PC 1039.85 TC 10411.97 PC 1041.47 TC 1040.97 BC 1040.47 TC 1040.25 BC 1039.75 TC 1041.70 PC 1041.20 1040.27 1041.68 1041.681041.68 1041.68 RAMP RAMP 1039.21 TC 1039.09 BC 1038.59 TC 1038.89 BC 1038.39 TC: 1041.32 TC: 1041.60 BC: 1041.10 TC: 1042.88 BC: 1042.38 TC: 1042.52 BC: 1042.02 TC: 1042.52 BC: 1042.02 TC: 1042.88 BC: 1042.38 TC: 1033.55 BC: 1038.61 TC: 1038.17 TC: 1040.60 BC: 1040.10 TC: 1040.28 BC: 1039.78 TC: 1040.13 BC: 1039.63 TC: 1039.78 BC: 1039.28 TC: 1039.92 BC: 1039.42 TC 1039.94 PC 1039.44 TC: 1041.25 BC: 1040.75 TC: 1041.30 BC: 1040.80 TC: 1042.28 HP/BC: 1041.78 TC: 1041.86 BC: 1041.36 TC: 1042.52 BC: 1042.01 TC: 1042.30 BC: 1041.80 TC: 1041.48 BC: 1040.98 TC: 1040.96 BC: 1040.46 TC: 1040.96 BC: 1040.46 TC 1042.15 BC 1041.65 TC 1040.73 BC 1040.23 1042 1042 1041 1041 1042 1042 1043 1042 1043 1041 1041 1041 1041 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L308 GRADING PLAN ENLARGEMENT GRADING PLAN ENLARGEMENT01 L308 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 S GR A N D P R A I R I E P A R K W A Y S0 4 ° 2 0 ' 4 4 " W 52 . 5 8 ' S0 0 ° 3 5 ' 0 4 " W 21 6 . 5 1 ' GR A N D P R A I R I E P A R K W A Y BUILDING G BUILDING I BUILDING E LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N LI M I T S O F C O N S T R U C T I O N RIM: 1032.60 ANTICIPATED FUTURE FFE: 1035.03 FFE: 1033.33 FFE: 1030.74 ANTICIPATED FUTURE FFE: 1032.93 RIM: 1034.53 RIM: 1029.75 RIM: 1029.32 RIM: 1029.25 RIM: 1029.90 RIM: 1034.53 RIM: 1034.53 RIM: 1034.53 RIM: 1030.75 RIM: 1032.25 3.1% 1.0% 1.7% 1. 0 % 1. 0 % 2. 0 % 1.6% 2.1% 1. 0 % 1. 0 % EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 TC/BC: 1031.48 TR/TC: 1032.73 BC: 1032.23 TC/BC: 1033.66 TC/BC: 1033.75TR: 1034.25 TR: 1034.16 BR: 1033.98 TC/BC: 1031.631032.22 1032.07 TR: 1031.98 TR: 1032.13 1032.04 TR: 1032.54 TR: 1032.45 TC/BC: 1031.95 TC/TR: 1032.36 TR: 1032.45 1031.95 TC/BC: 1031.86 TR: 1032.91 TR: 1032.82 1032.41 TC/BC: 1032.32 TC/BC: 1032.23 1032.32 TR: 1032.82 1034.35 1034.03 1032.911033.00 1032.63 1032.54 1032.45 1032.54 TC: 1034.93 BC: 1034.43 1034.65 TC: 1032.45 BC: 1031.95 HP 1031.25 RIM: 1030.75 HP: 1032.65 TC: 1033.35 BC: 1032.85 TC: 1033.55 BC: 1033.05 TC: 1031.15 BC: 1030.65 1031.69 TC: 1032.33 BC: 1031.83 TC: 1032.45 BC: 1031.95 TC: 1032.45 BC: 1031.95 TC: 1031.52 BC: 1031.02 TC: 1030.85 BC: 1030.35 TC: 1031.17 BC: 1030.67 TC: 1030.40 BC/RIM: 1029.90 TC: 1031.99 BC: 1031.49 TC: 1031.12 BC: 1030.72 TC: 1030.88 BC: 1030.38 TC: 1032.73 BC: 1032.23 TC: 1034.42 BC: 1033.92 TC: 1034.48 BC: 1033.98 TC: 1034.20 BC: 1033.70 TC: 1034.20 BC: 1033.70 TC: 1032.73 BC: 1032.23 TC: 1033.60 BC: 1033.10 TC: 1023.40 BC: 1032.90 TC: 1033.12 BC: 1032.62 TC: 1033.00 BC: 1032.50 TC: 1034.06 BC: 1033.56 TC: 1034.11 BC: 1033.61 TC: 1034.23 BC: 1033.73 TC: 1033.98 BC: 1033.48 TC: 1033.52 BC: 1033.02 TC: 1034.93 BC: 1034.43 TC: 1034.93 BC: 1034.43 BC: 1033.28 TC: 1031.66 BC: 1031.16 TC: 1032.34 BC: 1031.84 1033 1034 1030 1033 1034 1033 1034 1030 1032 1032 1029 1031 1031 1033 1030 1031 1034 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L310 GRADING PLAN ENLARGEMENT GRADING PLAN ENLARGEMENT01 L310 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. CONCRETE ASHWORTH ROA D W W W W EX. 65.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 S S TR TR S S0 0 ° 3 5 ' 0 4 " W 21 6 . 5 1 ' S42 ° 1 2 ' 1 9 " W 147 . 1 7 ' GR A N D P R A I R I E P A R K W A Y BUILDING I LI M I T S O F C O N S T R U C T I O N SE ASHWORTH R O A D ANTICIPATED FUTURE FFE: 1031.45 RIM: 1028.63 RIM: 1028.94 RIM: 1029.14 RIM: 1029.75 TC/BC: 1031.48 TC: 1030.94 BC: 1030.44 TC/BC: 1031.63 TC/BC: 1029.21 TC/BC: 1029.35 TR: 1029.71 TR: 1029.85 1029.931030.10 1032.22 1032.07 TR: 1031.98 1029.80 TC: 1031.15 BC: 1030.65 1031.69 TC: 1029.36 BC: 1028.86 TC/BC: 1029.36 TC/BC: 1029.72 TC: 1029.72 BC: 1029.22 TC: 1029.42 BC: 1028.92 TC: 1029.12 BC: 1028.62 TC: 1029.78 BC: 1029.28 1030.00 TC: 1030.30 BC: 1029.80 TC: 1029.57 BC: 1029.07 TC: 1029.74 BC: 1029.42 TC: 1029.60 BC: 1029.10 TC: 1029.68 BC: 1029.24 TC: 1029.57 BC: 1029.07 TC: 1030.71 BC: 1030.21 TC: 1030.42 BC: 1029.92 TC: 1030.32 BC: 1029.80 TC: 1030.54 BC: 1030.04 TC: 1030.25 BC: 1029.75 TC: 1030.88 BC: 1030.38 TC: 1029.76 BC: 1029.26 TC: 1029.87 BC: 1029.37 TC: 1029.69 BC: 1029.19 TC: 1030.16 BC: 1029.66 1029 1030 1030 1029 1030 1030 1029 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 20'40'10'0' SCALE:1"=20' L311 GRADING PLAN ENLARGEMENT GRADING PLAN ENLARGEMENT01 L311 GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. ASPHALT T SST PHONE RISER N83°46'21"E 197.4 3 ' R=25.00 L=38.26 CH=34.63 CH BR=N39°55'47"E P.O.B. SW CORNER OF OUTLOT 'V' THE SHOPS AT KETTLESTONE NORTH PLAT 4 BK. 2017 PG. 3256 S83°44'25"W 657 . 8 2 ' N00°18'55"E 60.40'SE ASHWORTH R O A D LI M I T S O F C O N S T R U C T I O N LIMITS OF CON S T R U C T I O N MATCH EXISTING MATCH EXISTING 102710271027 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 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 20'40'10'0' SCALE:1"=20' L312 GRADING PLAN ENLARGEMENT GRADING PLAN ENLARGEMENT01 L312 GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. CONCRETE ASPHALT T W W W W W W W W W W W W W W ST SST S ST ST ST S ST ST S ST S ST ST S ST S TR ST TR 20IN" TREE 6IN" TREE S S S S S TR TR S S POWER POLE PHONE RISER ST P.O.B. SW CORNER OF OUTLOT 'V' THE SHOPS AT KETTLESTONE NORTH PLAT 4 BK. 2017 PG. 3256 OW N E R : CH A R L E S G O O D A L L 323 3 A S H W O R T H R D WAU K E E I A 5 0 2 6 3 EX. 20.00' STORM SEWER EASEMENT BK. 2018 PG. 14402 EX. DETENTION EASEMENT BK. 2018 PG. 14411 PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E 50 ' B U I L D I N G S E T B A C K L4 0 4 M A T C H L I N E L4 0 8 M A T C H L I N E L402 MATCHLINE L401 MATCHLINE L4 0 1 M A T C H L I N E L403 MATCHLINE L4 0 4 M A T C H L I N E L4 0 2 M A T C H L I N E L4 0 5 M A T C H L I N E L402 MATCHLINE L4 0 3 M A T C H L I N E L4 0 6 M A T C H L I N E L4 0 6 M A T C H L I N E L4 1 0 M A T C H L I N E L404 MATCHLINE L405 MATCHLINE L405 MATCHLINE L406 MATCHLINE L406 MATCHLINE L407 MATCHLINE L410 MATCHLINE L411 MATCHLINE L409 MATCHLINE L410 MATCHLINE L408 MATCHLINE L409 MATCHLINE L4 0 5 M A T C H L I N E L4 0 9 M A T C H L I N E L4 0 7 M A T C H L I N E L4 1 1 M A T C H L I N E L4 0 7 M A T C H L I N E L412 MATCHLINE L403 MATCHLINE L412 MATCHLINE ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L400 PLANTING PLAN OVERVIEW PLANTING PLAN OVERVIEW01 L400 80'160'40'0' SCALE:1"=80' PLANTING 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. SYMBOL LEGEND OVERSTORY STREET TREE (82) PARKING LOT ISLAND OVERSTORY TREE (143) OPEN SPACE OVERSTORY TREE (238) EVERGREEN TREE (119) ORNAMENTAL / UNDERSTORY TREE (119) SHRUB (583) PLANTING REQUIREMENTS: ·RESIDENTIAL BUFFER: 800 LF OF FRONTAGE 800 X 1.5 OVERSTORY TREES / 50 LF =24 OVERSTORY TREES REQUIRED 24 OVERSTORY TREES PROVIDED 800 LF X 2.5 EVERGREEN TREES / 50 LF = 40 EVERGREEN TREES REQUIRED 45 EVERGREEN TREES PROVIDED 800 LF X 2.5 ORNAMENTAL TREES / 50 LF = 40 ORNAMENTAL TREES REQUIRED 43 ORNAMENTAL TREES PROVIDED 800 LF X 15 SHRUBS / 50 LF = 240 SHRUBS REQUIRED 258 SHRUBS PROVIDED ·20% OPEN SPACE REQUIRED LOT AREA = 1,189,142 SF REQUIRED OPEN SPACE = 237,828.40 SF TOTAL PROVIDED OPEN SPACE = 481,698.84 SF ·1.5 OVERSTORY TREE, .5 UNDERSTORY TREE AND TWO SHRUBS PER 1,000 SF OF REQUIRED OPEN SPACE. SHRUBS PROVIDED: 583 TREES PROVIDED: 476 OVERSTORY = 238 = 50% UNDERSTORY = 119 = 25% EVERGREEN = 119 = 25% ≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN ≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORY ·PLANTING REQUIREMENTS OVERSTORY TREES: 237,828.40 SF X 1.5/1,000 SF =357 OVERSTORY TREES REQUIRED 357 OVERSTORY TREES PROVIDED UNDERSTORY TREES: 237,828.40 SF X .5/1,000 SF= 119 UNDERSTORY TREES REQUIRED 119 UNDERSTORY TREES PROVIDED SHRUBS: 237,828.40 SF X 2/1,000 SF = 476 SHRUBS REQUIRED 583 SHRUBS PROVIDED GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. PLANT SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS OVERSTORY TREES AM 36 Acer miyabei 'Morton'STATE STREET MAPLE 2.0" CAL.B&B AS SHOWN ON PLAN. APL 5 Acer platanoides NORWAY MAPLE 2.0" CAL B&B AS SHOWN ON PLAN. AR 26 Acer rubrum 'Franksred' RED SUNSET RED MAPLE RED SUNSET 2.0" CAL B&B AS SHOWN ON PLAN. AS 27 Acer saccharum SUGAR MAPLE 2.0" CAL.B&B AS SHOWN ON PLAN. BN 6 Betula nigra RIVER BIRCH 2.0" CAL B&B AS SHOWN ON PLAN. CBF 4 Carpinus betulus 'Fastigata'COLUMNAR HORNBEAM 2.0" CAL B&B AS SHOWN ON PLAN. CS 16 Catalpa speciosa NORTHERN CATALPA 2.0" CAL B&B AS SHOWN ON PLAN. CO 18 Celtis occidentalis HACKBERRY 2.0" CAL B&B AS SHOWN ON PLAN. GD 16 Gymnocladus dioica KENTUCKY COFFEETREE 2.0" CAL B&B AS SHOWN ON PLAN. GB 44 Ginkgo biloba GINKGO 2.0" CAL B&B AS SHOWN ON PLAN. GT 36 Gleditsia triacanthos var. inermis ' Sunburst'SUNBURST THORNLESS HONEY LOCUST 2.0" CAL.B&B AS SHOWN ON PLAN. LL 7 Larix laricina EASTERN LARCH 2.0" CAL.B&B AS SHOWN ON PLAN. LS 10 Liquidambar styraciflua SWEETGUM 2.0" CAL.B&B AS SHOWN ON PLAN. LT 27 Liriodendron tulipifera TULIPTREE 2.0" CAL B&B AS SHOWN ON PLAN. NS 15 Nyssa sylvatica TUPELO 2.0" CAL B&B AS SHOWN ON PLAN. PAM 15 Platanus x acerifolia 'Morton Circle'LONDON PLANETREE 2.0" CAL B&B AS SHOWN ON PLAN. PC 10 Pyrus calleryana 'Cleveland Select'CHANTICLEER PEAR 2.0" CAL B&B AS SHOWN ON PLAN. QB 18 Quercus bicolor SWAMP WHITE OAK 2.0" CAL B&B AS SHOWN ON PLAN. QM 8 Quercus muehlenbergii CHINKAPIN OAK 2.0" CAL B&B AS SHOWN ON PLAN. QR 25 Quercus rubra RED OAK 2.0" CAL.B&B AS SHOWN ON PLAN. TA 31 Tilia americana 'Redmond'REDMOND AMERICAN LINDEN 2.0" CAL B&B AS SHOWN ON PLAN. TD 21 Taxodium distichum 'Mickelson'SHAWNEE BRAVE BALD CYPRESS 2.0" CAL.B&B AS SHOWN ON PLAN. UM 15 Ulmus 'New Horizon'NEW HORIZON ELM 2.0" CAL.B&B AS SHOWN ON PLAN. UNDERSTORY TREES AA 11 Amelanchier arborea JUNEBERRY 8' HT.B&B MULTI-STEM AG 13 Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE APPLE SERVICEBERRY 8' HT.B&B MULTI-STEM AL 5 Amelanchier laevis ALLEGHENY SHADBLOW 8' HT.B&B MULTI-STEM BA 7 Betula alleghaniensis YELLOW BIRCH 8' HT.B&B MULTI-STEM BM 9 Betula nigra 'Heritage'HERITAGE RIVER BIRCH 8' HT.B&B MULTI-STEM CC 37 Cercis canadensis EASTERN REDBUD 8' HT.B&B MULTI-STEM HI 9 Hamamelis x intermediate 'Arnold Promise'ARNOLD PROMISE WITCH HAZEL 8' HT.B&B MULTI-STEM HV 17 Hamamelis virginiana COMMON WITCH HAZEL 8' HT.B&B MULTI-STEM MPF 3 Malus 'Prairifire'PRAIRIFIRE CRABAPPLE 8' HT.B&B MULTI-STEM MS 20 Malus 'Spring Snow'SPRING SNOW CRABAPPLE 8' HT.B&B MULTI-STEM VP 40 Viburnum prunifolium BLACKHAW VIBURNUM 8' HT.B&B MULTI-STEM EVERGREEN TREES AC 40 Abies concolor CONCOLOR FIR 6' HT.B&B AS SHOWN ON PLAN PP 42 Picea glauca 'Glauca''COLORADO BLUE SPRUCE 6' HT.B&B AS SHOWN ON PLAN PA 12 Pinus abies NORWAY SPRUCE 6' HT.B&B AS SHOWN ON PLAN PS 12 Pinus strobus EASTERN WHITE PINE 6' HT.B&B AS SHOWN ON PLAN PF 28 Pinus flexilis LIMBER PINE 6' HT.B&B AS SHOWN ON PLAN DECIDUOUS SHRUBS AAR 132 Aronia arbutifolia RED CHOKEBERRY #5 CONT 3'-0" O.C. AMA 132 Aronia melanocarpa 'Autumn Magic'AUTUMN BLACK CHOKEBERRY #5 CONT 3'-0" O.C. AMM 48 Aronia melanocarpa 'Morton'MORTON CHOKEBERRY #3 CONT 3'-0" O.C. AP 25 Aesculus parviflora BOTTLEBRUSH BUCKEYE #3 CONT AS SHOWN ON PLAN CAA 20 Corylus americana AMERICAN FILBERT #3 CONT AS SHOWN ON PLAN CSF 135 Cornus sericea 'Flaviramea'YELLOW TWIG DOGWOOD #5 CONT 5'-0" O.C. FG 32 Fothergilla gardenii DWARF FOTHERGILLA #5 CONT 5'-0" O.C. HPJ 11 Hydrangea paniculata 'Jane'LITTLE LIME HYDRANGEA #3 CONT AS SHOWN ON PLAN HQ 105 Hydrangea quercifolia 'PIIHQ-1'OAKLEAF HYDRANGEA #3 CONT AS SHOWN ON PLAN IG 32 Ilex glabra INKBERRY #3 CONT AS SHOWN ON PLAN IV 13 Ilex verticillata COMMON WINTERBERRY #3 CONT AS SHOWN ON PLAN IVR 20 Ilex verticillata 'Red Sprite'RED SPRITE WINTERBERRY #3 CONT AS SHOWN ON PLAN IVJ 45 Ilex verticillate 'Jim Dandy'JIM DANDY WINTERBERRY #3 CONT AS SHOWN ON PLAN IT 5 Itea virginica 'Henry's Garnet'VIRGINIA SWEETSPIRE HENRY'S GARNET #3 CONT AS SHOWN ON PLAN MP 20 Myrica pensylvanica 'Morton'BAYBERRY #3 CONT AS SHOWN ON PLAN RAE 10 Ribes alpium 'Europa'EUROPEAN ALPINE CURRANT #3 CONT AS SHOWN ON PLAN RAGM 9 Ribes alpium 'Green Mound'GREEN MOUND ALPINE CURRANT #3 CONT AS SHOWN ON PLAN RRK 33 Rosa x 'Red Knock Out'RED KNOCKOUT ROSE #3 CONT AS SHOWN ON PLAN SBG 34 Spiraea x bumalda 'Goldflame'GOLDFLAME JAPANESE SPIRAEA #3 CONT AS SHOWN ON PLAN VJ 35 Viburnum juddii JUDD FRAGRANT VIBURNUM #3 CONT AS SHOWN ON PLAN VTC 18 Viburnum trilobum 'Compactum'DWARF AMERICAN CRANBERRY VIBURNUM #5 CONT 4'-0" O.C. WFM 10 Weigela florida 'MInuet'MINUET OLD FASHIONED WEIGELA #3 CONT AS SHOWN ON PLAN EVERGREEN SHRUBS JC 10 JUNIPERUS CHINENSIS 'SEA GREEN'SEA GREEN JUNIPER #3 CONT AS SHOWN ON PLAN JCS 10 Juniperus chinensis var. sargentii 'Viridis'GREEN SARGENT JUNIPER #5 CONT 5'-0" O.C. TMT 50 Taxus x media 'Tauntonii'TAUNTON YEW -B&B 4'-0" O.C. W S 20IN" TREE 6IN" TREE 1045 104 0 103 8 103 9 104 1 104 2 104 3 104 4 104 6 104 7 104 8 104 5 104 4 10 4 3 104 2 104 1 104 0 10 3 8 10 3 9 L402 MATCHLINE L401 MATCHLINE L4 0 1 M A T C H L I N E EXISTING TREES TO REMAIN SITE VISION TRIANGLE 1-PAM 2-AR 1-QR 1-QM1-TD 1-AL 4-PF 1-HI 1-HI 1-HI EXISTING TREES TO REMAIN 2-HI 3-PP 4-AC 1-TD 2-VP 1-QR 3-BA 1-LT 1-AS 1-QR 1-QR 1-AL 3-PP 3-PS 2-PF 2-PP 3-VP 1-AS 1-TD 1-QR 3-CC 1-AL 1-TA 2-GB 2-GB 1-GB 1-TA 2-GT 2-GT 1-GT 3-CC 3-AC 1-PF 2-GT 2-GT 1-GT 1-TA 2-AM 2-AM 1-PAM 1-CC 2-PA 3-HI 2-AC 1-TD 1-AR 2-CO 3-VP 3-PP 1-BA 1-PAM 1-PAM 3-CC 1-CO 1-AR 1-QR 1-CO 1-QR 1-PF 1-QB 1-AC3-VP 2-AC 1-CS 2-BA 1-CO 4-AC 3-PP 1-QM 1-TD 1-LT 1-CO 1-CS 1-PA 1-LT 1-QM 1-CO 1-AR 1-NS 1-AR 1-CO 1-AR 1-CO 1-MS 3-AC 2-PP 1-QB 1-QM 1-LT 1-TD 1-TD 2-AS 1-LT 1-NS 1-GT 1-MS 1-NS 1-CO 1-TA 1-CO1-GT 1-AR 1-GT 1-LT 1-QM 1-NS 1-LT 1-QB 1-LT 1-NS 2-GD 6-GD 31-CSF 26-AAR 30-CSF 28-AAR 19-AAR 27-CSF 27-AAR 27-CSF 8-IV 10-VJ 5-RRK 10-VTC 5-RRK 5-SBG 3-VJ 5-IV 10-RRK 2-AS 1-QB 1-HV 1-LL ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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. 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W ST S ST ST S 103 5 103 0 102 9 103 1 103 2 103 3 103 4 103 6 103 7 103 8 10 3 8 PR O P E R T Y L I N E PR O P E R T Y L I N E PA R K V I E W C R O S S I N G D R I V E L402 MATCHLINE L401 MATCHLINE L403 MATCHLINE L4 0 2 M A T C H L I N E L4 0 5 M A T C H L I N E L402 MATCHLINE SITE VISION TRIANGLESITE VISION TRIANGLE 1-AS 1-TD 1-QR 3-CC 1-PF 1-QB 1-LT 2-GT 2-GT 1-TA 1-TA 1-NS 1-LS 1-MS 1-TA 1-MS 1-NS 1-LS 1-LT 1-TA 1-LS 1-MS 1-NS 2-MS 1-LT 2-AM 2-AM 2-AM 2-AM 1-PAM 1-TA 1-PAM 2-GB 2-GB 1-CO 1-NS 1-GT 1-NS 1-LL 1-QB 1-MS 1-LT 1-CO 1-QB 1-LS 1-MS 1-GB 1-NS 1-TA 1-AS 6-APL 1-CC 3-PP 2-AC 1-HI 3-PP1-AS 1-TD 1-QR 1-AS 3-AA 3-BL 1-PF 2-AC 1-TD 1-QR 1-AS 1-TD 1-QR 1-LT 3-AA 3-BL 3-VP 3-PF 3-PP 1-PF 1-TD 3-VP 1-LL 1-QR 3-PP 1-NS 1-HV 2-AR 1-AR 1-TA 1-PAM 1-PAM 1-LT 1-LL 1-NS 1-QB 2-PF 1-HV 1-HV 3-AC 1-LL 3-CC 1-HV 1-AS 1-PF 1-BA 2-PP 1-LL 2-PP 1-AS 3-TA 6-GD MIN. 4'-6" TYP. 16 2 ' - 5 " ' 35 ' - 0 " T Y P . (5)APL 28-HQ 28-AMA 28-HQ 30-AMA 5-AMA 10-AAR 5-SBG 5-CS 6-VJ 5-VJ 5-AMA 5-IT 5-HQ 5-HQ 5-RRK 14-HQ 5-IVR5-IVJ5-IVR10-IVJ 15-IVJ 5-IVR 4-PC 3-LT ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L402 PLANTING PLAN ENLARGEMENT PLANTING PLAN ENLARGEMENT01 L402 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. T W SST S ST ST P.O.B. SW CORNER OF EX. 20.00' STORM SEWER EASEMENT BK. 2018 PG. 14402 EX. DETENTION EASEMENT BK. 2018 PG. 14411 102 9 1028 PR O P E R T Y L I N E S. E . PA R K V I E W C R O S S I N G D R I V E L403 MATCHLINE L402 MATCHLINE L4 0 3 M A T C H L I N E L4 0 6 M A T C H L I N E L4 0 7 M A T C H L I N E L4 0 3 M A T C H L I N E SITE VISION TRIANGLE L412 MATCHLINE L403 MATCHLINE SITE VISION TRIANGLE 1-LT 1-QB 1-HV 1-PF 1-BA 3-PP 1-LS 3-AA 1-PF 1-HV 1-TD 1-NS 1-HV 3-AC 1-LL 1-QB 1-TD 1-HV 3-AC 2-PP 1-LS 3-PP 2-PF 1-HV 2-HV 1-PF 1-LL 3-PP 1-TD 3-AC 2-PP 1-QB 1-CC 4-AC 1-MS 1-AS 1-PF 1-HV 1-NS 1-MS 8-GB 4-UM 1-UM 1-UM 6-AS 5-GB 3-QB 3-PG 1-AC 2-GD 1-TA 1-PAM 1-AR 1-PAM 1-TA 1-AR 1-GD 1-QR 1-PAM 1-AR 2-CO 1-AR 1-AR 1-AR 3-TA 1-QB 1-NS 1-LL 1-LS 1-TD 5-RAE 5-IVJ 5-SBG 5-RAE 5-HQ 5-VJ 3-IVJ 2-IVJ 5-HQ 6-VJ 5-IVR 5-HQ 5-VTC 5-HQ5-IVJ 3-TD ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L403 PLANTING PLAN ENLARGEMENT PLANTING PLAN ENLARGEMENT01 L403 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W S.E . P A R K V I E W C R O S S I N G D R . S ST 1045 1041 10 4 1 104 2 104 3 10 4 0 104 4 104 3 104 4 104 6 104 7 104 8 104 5 10 4 4 10 4 3 10 4 2 10 4 1 8" W A T E R ESKER RIDGE DRIV E S.E . PA R K V I E W C R O S S I N G D R I V E L4 0 4 M A T C H L I N E L4 0 8 M A T C H L I N E L4 0 1 M A T C H L I N E L4 0 4 M A T C H L I N E L404 MATCHLINE L405 MATCHLINE L408 MATCHLINE L409 MATCHLINE 1-CO 1-CS 1-PA 1-QM 3-AS 1-TA 1-AR 1-AR 3-CBF2-CS 3-PS 1-TA 1-GD 5-SBG 5-AMA 4-RAGM 5-IG 5-SBG 5-RAGM 5-IG 4-SBG 2-QM 1-AM 1-AM 8-RRK 3-TMT 3-TMT 1-QB 5-LT 3-PF 1-CS 1-QB 1-HV 1-LL 1-CBF 5' RADIUS AROUND HYDRANT, TYP ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L404 PLANTING PLAN ENLARGEMENT PLANTING PLAN ENLARGEMENT01 L404 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W ST S ST 8" WATER PR O P E R T Y L I N E A1 BUILDING A BUILDING B BUILDING C BUILDING E L4 0 2 M A T C H L I N E L4 0 5 M A T C H L I N E L405 MATCHLINE L405 MATCHLINE L406 MATCHLINE L409 MATCHLINE L4 0 5 M A T C H L I N E L4 0 9 M A T C H L I N E 2-AS MIN. 4'-6" TYP. 3-PC (3) BN (3)PA (1) AG (5) FG (1) AG (7) HM (7) HM (29) PT (5) FO (3) AG (7) HM (13) HM (12) PT (12) PT (5) HM(14) PT (4) FO (10) PT (5) HM (16) PT (2) AG (293) PT (193) PT 2-TA 2-TA 2-TA 2-TA 4-PC 1-QR1-CS1-QR 1-CC 3-LT 2-GD 2-PAM 2-AM 3-AG 1-TA 2-NS 3-AS 2-AS 1-AR 11-AMA 2-TA 11-HPJ 2-AR 5-SBG 5-AMA 1-TA 1-AR 2-GT 1-AR 1-GT 1-GT 1-AR 1-AR 1-AR 1-CC 1-CC 2-MPF 2-AL 2-AA 1-GT 2-AG 1-AG 3-HI 1-NS 5-SBG 3-CAA 1-CC ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L405 PLANTING PLAN ENLARGEMENT PLANTING PLAN ENLARGEMENT01 L405 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. S ST 1035 1030 1030 102 9 1031 1032 1032 10 3 1 103 1 103 2 103 3 1036 10 3 6 1033 10 3 2 1034 102 9 PR O P E R T Y L I N E 50 ' B U I L D I N G S E T B A C K A2 A1 BUILDING F BUILDING G BUILDING H BUILDING I BUILDING E L4 0 3 M A T C H L I N E L4 0 6 M A T C H L I N E L4 0 6 M A T C H L I N E L4 1 0 M A T C H L I N E L406 MATCHLINE L406 MATCHLINE L407 MATCHLINE 3-TA 1-QB 1-NS MIN. 4'-6" TYP. 16 2 ' - 5 " ' 16 4 ' - 0 " ' (3) BN (3)PA (4) VP (3)PA (4) VP (14) AP (11) AP (3) BN (5) GT (5) JC (5) MP (5) MP (5) MP (5) MP (5) JC (3) PC (2) PA (1) VP (29) PT (5) FO (6) SS (5) PV (1) CC (5) PAL (5) PV (271) PT (10) SS (9) PV(1) CC (5) PAL (3) PV(157) PT (10) SS (2) AG (293) PT (193) PT (424) PT (242) PT (21) VM (23) VM (23) VM (23) VM (23) VM (23) VM (23) VM 5-RAE 5-IVJ 5-SBG 1-TA 1-TA 2-TA 2-GB 2-GT 1-AS 2-AM 2-QR 2-GT 2-CO 2-AM 3-CSF 6-TMT 17-CAA ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L406 PLANTING PLAN ENLARGEMENT PLANTING PLAN ENLARGEMENT01 L406 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. T ASHWORTH ROA D W S POWER POLE PHONE RISER 1030 10311031 1029 102 9 1028 1027 1031 10 2 8 1028 SE ASHWORTH R O A D BUILDING H BUILDING I SE ASHWORTH R O A D L406 MATCHLINE L407 MATCHLINE L4 0 7 M A T C H L I N E L4 1 1 M A T C H L I N E L4 0 7 M A T C H L I N E L4 0 3 M A T C H L I N E L4 1 2 M A T C H L I N E L4 0 7 M A T C H L I N E 1-PAM 1-AR 5-HQ 1-AS 5-UM 3-GB 1-TA 1-GT 1-TA 1-GT 1-GT 1-TA 2-AM 3-TD 3-BN 5-HQ 7-AMA 2-PA 2-AR 1-PP 7-AMA 3-QR 3-BN 1-PF 5-AMA 3-AMA 1-PAM 1-PAM 4-AR 3-CC 3-AR 3-PF 1-MPF 2-QB 2-BN 6-PS 1-QR 1-UM 1-TD 1-CO 1-UM 18-TMT 3-VP 1-TA 1-GT 1-TA 3-AS ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L407 PLANTING PLAN ENLARGEMENT PLANTING PLAN ENLARGEMENT01 L407 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W ST S ST S TR ST TR ST 1040 104 4 104 3 1042 104 2 1041 1042 1041 1 0 4 2 ESKER RIDGE DRIV E GR A N D P R A I R I E P A R K W A Y S.E. ES K E R R I D G E D R I V E L4 0 4 M A T C H L I N E L4 0 8 M A T C H L I N E L408 MATCHLINE L409 MATCHLINE 3-TMT 2-GT 6-AS 6-GB 3-GT 3-TA 3-LS 2-LT 22-AAR3-VP 7-TMT 5-JCS 5-AMM 5-FG 4-CA 5-JCS 5-AMM 22-IG 3-TMT 1-GB 5-CSF 3-CS 5-AMA 1-CC 3-CC 1-GT 1-GT ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L408 PLANTING PLAN ENLARGEMENT PLANTING PLAN ENLARGEMENT01 L408 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. W W S S BUILDING C BUILDING D BUILDING E GR A N D P R A I R I E P A R K W A Y L409 MATCHLINE L410 MATCHLINE L408 MATCHLINE L409 MATCHLINE L4 0 5 M A T C H L I N E L4 0 9 M A T C H L I N E 2-LT 22-AAR3-VP 7-TMT 5-AMM 4-CA 5-CSF 3-CS 5-AMA 3-CC 1-GT 1-GT 5-CSF 3-LT 5-AMA 5-WFM 5-WFM 5-FG 1-AS3-VP 1-MS 3-VTC 3-CC 3-BM 1-LL 2-VP 3-MS 1-QM 2-HV 3-FG 1-CSF 1-CS 3-BM 5-MS 1-VP 3-CC 1-LT 1-CO 4-AS 2-GD 2-GB 2-GB 2-GB 1-AS 3-BM 18-AMM 20-AMM 3-VP 3-HV 1-CC 1-CC 3-QR 2-AS 1-UM 1-CO 1-GT 13-AMA 1-GT ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 PLANTING PLAN ENLARGEMENT 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. L409PLANTING PLAN ENLARGEMENT01 L409 W W S GR A N D P R A I R I E P A R K W A Y BUILDING E L4 0 6 M A T C H L I N E L4 1 0 M A T C H L I N E L410 MATCHLINE L411 MATCHLINE L409 MATCHLINE L410 MATCHLINE 1-GT 1-GT1-AS 1-GT 1-AS 1-AS 22-CAK 22-CAK 22-CAK 14-CAK 16-CAK 16-CAK 17-CAK ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L410 PLANTING PLAN ENLARGEMENT PLANTING PLAN ENLARGEMENT01 L410 20'40'10'0' SCALE:1"=20' GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. CONCRETE W W W S S TR TR S GR A N D P R A I R I E P A R K W A Y SE ASHWORTH R O A D L410 MATCHLINE L411 MATCHLINE L4 0 7 M A T C H L I N E L4 1 1 M A T C H L I N E 17-CAK 1-AM 1-AM 1-GT 1-TD 1-CO 1-CS 1-QR 3-GB 6-CSF 1-LP 10-AMA ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 20'40'10'0' SCALE:1"=20' L411 PLANTING PLAN ENLARGEMENT PLANTING PLAN ENLARGEMENT01 L411 GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. ASPHALT T SST PHONE RISER P.O.B. SW CORNER OF OUTLOT 'V' THE SHOPS AT KETTLESTONE NORTH PLAT 4 BK. 2017 PG. 3256 SE ASHWORTH R O A D L412 MATCHLINE L403 MATCHLINE L412 MATCHLINE L4 1 2 M A T C H L I N E L4 0 7 M A T C H L I N E 2-UM 3-AS 2-AS 2-QB 3-QB 2-CO 1-AS 5-UM 3-TD ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 20'40'10'0' SCALE:1"=20' L412 PLANTING PLAN ENLARGEMENT PLANTING PLAN ENLARGEMENT01 L412 GENERAL NOTES REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. 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. 4" 4" CAST IN PLACE CONCRETE BASE COMPACTED AGGREGATE CONC. PAVERS, TBD BITUMINOUS BASE, AS SPECIFIED JOINTING SAND 7" 4" NOTE: REFER TO LAYOUT PLAN FOR PAVING TYPE LOCATION. CAST-IN-PLACE PCC PAVING. COMPACTED AGGREGATE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS SUBRAGDE 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" CURB, SEE DETAIL 08/L500 COMPACTED AGGREGATE SUBBASE, 95% PROCTER, AS REQUIRED BY GEOTECHNICAL REPORT COMPACTED SUBGRADE 95% PROCTER AS REQUIRED BY GEOTECH. REPORT PAVERS, SEE DETAIL 04/L500 EXP. JOINT 12/L500 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" R 1 ' - 0 " R 6 " 6" #4 REBAR @ 30" O.C. 6"1'-0"CAST IN PLACE CONCRETE BASE, WITH THICKENED EDGE EXPANSION JOINT, SEE DETAIL 012/L500 LOW PROFILE PCC CURB AND GUTTER REINFORCED EXPANSION JOINT, SEE DETAIL 13/L500 SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS COMPACTED AGGREGATE SUBBASE, 95% PROCTER, AS REQUIRED BY GEOTECH REPORT 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 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 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" SECTION: UNIT PAVERS - TYP.04 L500 1-1/2" = 1-0"SECTION: STANDARD PCC CURB AT PCC08 L500 SECTION: STANDARD PCC CURB AT PAVERS07 L500 SECTION: STANDARD PCC CURB AT SOD06 L500 SECTION: INTEGRAL CURB & GUTTER05 L500SECTION: ROLL CURB AT PCC09 L500 SECTION: ROLL CURB AT PAVERS10 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 18 ' - 0 " TY P . P A R K I N G S P A C E , SE E S I T E P L A N F O R LA Y O U T 5'-0"9'-0" 2" 9'-0" 8. 3 3 % MA X 10 % MA X 1 0 % M A X 6' - 6 " 6'6'6' INTERNATIONAL ACCESSIBILITY SYMBOL, PAINT WHITE CONFORM TO SUDAS STANDARDS ACCESSIBLE PARKING SIGN, TYP. SEE DETAIL 17 / L500 ALIGNED O.C. TO PARKING STALL WITH TOP OF RAMP 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" 3' - 0 " 6" 4' - 0 " 1'-0" 4.5" HDPE BOLLARD COVER BLACK / WHITE REFLECTIVE STRIPES AS SUPPLIED BY POST GUARD 4" DIA. GALVANIZED STEEL POST, FILL WITH CONCRETE, CROWN CAP CIP FOUNDATION WITH CONTINUOUS EXPANSION JOINT, SLOPE TO DRAIN 4" MAX 8.33% SLOPE EXPANSION JOINT #4 X 1'-6" SLIP DOWEL WITH EXPANSION TUBE, CENTER IN CONCRETE, 2'-0" O.C. HEAVY BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL DETECTABLE WARNING PAVER, AS SPECIFIED. TO ALIGN WITH BACK OF CURB #4 x 1'-6" SLIP DOWEL WITH EXPANSION TUBE, CENTER IN CONCRETE, 2'-0" O.C MEETS EXISTING ROAD PAVEMENT PCC THICKENED EDGE RA M P 6' - 0 " M I N VARIES, REFER TO LAYOUT PLAN 12"12" BACK OF CURB FACE OF CURB DETECTABLE WARNING SURFACE MIN 2' DEPTH, MATCH WIDTH OF RAMP, ALIGN TO BACK OF CURB, TYP. LA N D I N G 4' - 0 " M I N . 8. 3 3 % M A X RAMP 6'-0" MIN. LANDING 4'-0" MIN. 1'-0"1'-8" DETECTABLE WARNING SURFACE MIN. 2' WIDTH, MATCH WIDTH OF RAMP ALIGN TO BACK OF CURB, TYP. EXPANSION JOINT, SEE DETAIL 08/L500 RETURN CURB RETURN CURB RAMP 3 8"=1' 20 L500 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. 4' - 0 " 16'-0" 8' - 0 " 1'-6"16'-0" 4' - 0 " 2'-0" 4' - 0 " 3'-0" 4' - 0 " 2'-0" 4" MI N . 10 7 / 8 " MA X . STEEL SUPPORT POSTS BY GATE MANUFACTURER STEEL TUBE GATE FRAME BY GATE MANUFACTURER LOUVERED STEEL INFILL PANEL WITH 100% VISUAL SCREENING HEAVY STEEL HINGE, WELDED TO SUPPORT POST, SIZING PER GATE MANUFACTURER CIP FOUNDATION, SLOPE TO DRAIN INFILL PANEL BETWEEN SUPPORT POSTS PADLOCKABLE SLIDE BOLT CANE BOLT W/ HANGER SLIDE BOLT LATCH, PADLOCKABLE CANE BOLT W/ HANGER CONT. EXPANSION JOINT AT FOUNDATION, TYPICAL TYPE 3 PCC PAVING, REF. PLAN FOR LAYOUT DOUBLE SWING GATE - BASIS OF DESIGN SPECIFICATION MANUFACTURER:AMETCO MANUFACTURING CORPORATION 4326 HAMANN PKWY WILLOUGHBY, OH 44096 800-321-7042 www.ametco.com STYLE:SHADOW 100 MATERIAL:STEEL FINISH HOT-DIP GALVANIZED AND POLYESTER POWDER COATED W/20 YEAR MANUFACTURER'S WARRANTY FINISH:TBD FROM MANUFACTURER'S STANDARD OPTIONS 8.33% MAX8.33% MAX 1.5% MAX 6'-0" RAMP 8'-0" LANDING 6'-0" RAMP 6" (TALL & WIDE) RETAINING WALL CAST INTEGRAL WITH RAMP RAMP SLOPE 8.33% MAX. RAMP SLOPE 8.33% MAX LANDING SLOPE 1.5% 6" TALL & WIDE RETAINING WALL 96 ' - 0 " ' 72 ' - 0 " ' 96'-0"' SL O P E P E R PL A N BACK OF CURB FACE OF CURB 3-WAY PARALLEL RAMP ALTERNATIVE, REFER TO PLAN SIDEWALKSIDEWALK 12'-5/8" 4' - 0 " 2'-0" 10 7 / 8 " MA X . STEEL SUPPORT POSTS BY GATE MANUFACTURER STEEL TUBE GATE FRAME BY GATE MANUFACTURER LOUVERED STEEL INFILL PANEL WITH 100% VISUAL SCREENING HEAVY STEEL HINGE, WELDED TO SUPPORT POST, SIZING PER GATE MANUFACTURER CIP FOUNDATION, SLOPE TO DRAIN CONT. EXPANSION JOINT AT FOUNDATION, TYPICAL 4' - 0 " 2'-0" 4" MI N . TYPE 3 PCC PAVING, REF. PLAN FOR LAYOUT CANE BOLT W/ HANGER PADLOCKABLE SLIDE BOLT NOTE: SEE ARCHITECTURAL DRAWINGS FOR FOUNDATION, COPING, ELEVATION AND PLAN DETAILS NOTE: SEE ARCHITECTURAL DRAWINGS FOR FOUNDATION, COPING, ELEVATION AND PLAN DETAILS ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 SITE DETAILS L501 PLAN: PERPENDICULAR ACCESS RAMP03 L501 SECTION: ADA RAMP04 L501 PLAN: RETURN CURB ADA RAMP05 L501 SUDAS TYPE A STANDARD DRIVEWAY DETAILS07 L501ELEVATION: TRASH ENCLOSURE GATES12 L501 PLAN: PARALLEL ACCESS RAMP10 L501 SECTION: STOP SIGN08 L501 SECTION: PROTECTIVE BOLLARD01 L501 SECTION: BOLLARD WITH SLEEVE02 L501SECTION: DO NOT ENTER SIGN06 L501SECTION: PERPENDICULAR ACCESS RAMP09 L501 ELEVATION: TRASH ENCLOSURE GATES11 L501 0" TO 6" 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 5 7 / 8 " 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" CONCRETE ENCASEMENT TO BE INSTALLED BY CONTRACTOR 7" 12'-0"' 6 0 . 0 ° ' SLOPE 1 4" PER FT 1'-0" 6" MIN. 1-1/2" O.D. TUBULAR STEEL RAIL, POWDER COATED BLACK (OR RAL 9017) 12'-0"' MIN. 36 ' - 0 " ' 24'-0"' 12'-0"' 36 ' - 0 " ' 1/2" EXPANSION JOINT, RECESS & CAULK, TOP & BOTTOM OF STAIRS SAWCUT (4) 1/8" DEPTH SCORE JOINTS, TYP. 14 ' - 0 " ' 6" DEPTH, 3/4" MINUS GRAVEL SUBBASE, COMPACT TO 95% STD PROCTOR 12'-0"' #4 REBAR @ 15" O.C. EACH WAY, 2" CLR. CORE DRILL & GROUT TO ANCHOR HANDRAIL OR SURFACE MOUNT WITH J-BOLTS TS + 7" 12'-0"' SLOPE 1 4" PER FT 1'-6"' 2'-0"' R 1 2 " SAWCUT (4) 1/8" DEPTH SCORE JOINTS, TYP. NOSE ENLARGEMENT: PROPOSED GROUND CAP STORM PIPE AND EXTEND DOWNSPOUT INTO PIPE COVER PROPOSED DOWNSPOUT (SIZE:SEE ARCH PLANS) EXTERIOR WALL SLAB FLOOR PROPOSED FOUNDATION WALL DE P T H P E R P L A N S 6" N-12 HDPE STORM SEWER AT MIN. 8 ±1.00% (LOCATIONS PER ARCH PLAN) 4" MIN. ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 SITE DETAILS L502 SECTION: TEMPORARY LOADING ZONE SIGNAGE01 L502 SECTION: TRANSFORMER PAD02 L502 SECTION: PCC STAIRS WITH HANDRAIL03 L502 SECTION: WAUKEE STANDARD FIRE HYDRANT. TYP.04 L502 SECTION: DOWNSPOUT CONNECTION, TYP.05 L502 8" M I N I M U M 2" UNDISTURBED SOIL DISCED SUBGRADE TOPSOIL SOIL FROM CUTTING SOD 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. PCC PLANTER EDGING WEED BARRIER FABRIC, TYP. 1'-0" 8" STAPLES TO ANCHOR WEED BARRIEER FABRIC @ 3'-0" O.C., 12" AT SEAMS, TYP. COMPACTED AGGREGATE SUBBASE 4" 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 ) 8" STAPLES TO ANCHOR WEED BARRIER, SPACED AT 3' O.C.; 12-IN. AT SEAMS, AS REQUIRED 3/4" MINUS CRUSHED RECYCLED ASPHALT ROCK MULCH TYPAR 3301 WEED BARRIER FABRIC, AS SPECIFIED 1/4" X 5" STEEL EDGING, BLACK POWDER COAT, PER MANUFACTURER'S STANDARD PROCESS. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. FINISH GRADE, LAWN OR PAVEMENT NOTE: NO MATERIAL STORAGE OR VEHICLES INSIDE FENCED AREA. EXISTING TREE ORANGE CONSTRUCTION FENCE CONTINUOUS 2X4 TOP AND BOTTOM RAIL. ATTACH CONSTRUCTION FENCE TO RAILS 6' STEEL POST DIAMETER IN INCHES 5'-0"MIN. 2' - 0 " 4' - 0 " 4' - 6 " 5'-0"MIN. CRITICAL ROOT RADIUS TO EQUAL 1.5' PER 1" DIA. OF TREE TRUNK MEASURED AT 4'-6" ABOVE ORIGINAL LEVEL. PROTECTED ROOT ZONE EXISTING TREE 4'0" HIGH FENCE 1.5 ' P E R 1 " D I A . 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 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 PLANTING DETAILS L503 SECTION: SOD01 L503 SECTION: PLANTING BED02 L503 SECTION: PCC LANDSCAPE EDGING03 L503 SECTION: OVERSTORY TREE PLANTING04 L503 SECTION: TREE PRUNING05 L503 SECTION: SHRUB OR PERENNIAL PLANTING06 L503 SECTION: CONIFEROUS TREE PLANTING07 L503 SECTION: STEEL LANDSCAPE EDGING08 L503 TREE PROTECTION FENCE09 L503 TYPE 1 PCC, SEE DETAIL 01/L500 FOOTING WITH 1" CHAMFERED EDGE 3" ABOVE SIDEWALK ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING #4 REBAR, TYP. CONDUIT, CENTER IN FOOTING CAST-IN-PLACE PCC FOOTING 6" 4' - 0 " 6" 3" 1'-0" ℄ ℄ 1' - 0 " ADJACENT WALK PLAN EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINTS, SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES BOLLARD LIGHTING COMPANY: HUBBELL/KIM LIGHTING PRODUCT: PA7R BOLLARD, PAVILLION FIXTURE: TYPE IV & V OPTICS COLOR: GLOSS BLACK SEE ELECTRICAL PLANS FOR TYPE FOOTING WITH 1" CHAMFERED EDGE 6" ABOVE SIDEWALK ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING#4 REBAR, TYP. CONDUIT, CENTER IN FOOTING CAST-IN-PLACE PCC FOOTING 4' - 0 " 6" 1'-0" BOLLARD LIGHTING COMPANY: HUBBELL/KIM LIGHTING PRODUCT: PA7R BOLLARD, PAVILLION FIXTURE: TYPE IV & V OPTICS COLOR: GLOSS BLACK SEE ELECTRICAL PLANS FOR TYPE 1" CHAMFER, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. 6" 6" EXPANSION JOINT, SEE DETAIL 12/L500 TYPE 1 PCC, SEE DETAIL 01/L500 CONDUIT CENTER IN FOOTING #4 REBAR, TYP. 4" 5' - 0 " 6" CAST-IN-PLACE PCC FOOTING PEDESTRIAN LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: SLVT2-LK, LARGENT TYPES: 4W & 4W HEIGHT: 14' COLOR: GLOSS BLACK SEE ELECTRICAL PLANS FOR TYPE 1" CHAMFERED EDGE 1" CHAMFERED EDGE, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. 3' - 0 " CONDUIT CENTER IN FOOTING #4 REBAR, TYP. 6" CAST-IN-PLACE PCC FOOTING 2'-0" PLAN ℄ 2'-0" 2' - 0 " EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINT, SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES TYPE 2 PCC SEE DETAIL 02/L500 2'-0" 6" EXPANSION JOINT, SEE DETAIL 12/L500 TYPE 1 PCC, SEE DETAIL 01/L500 4" 6" 1" CHAMFER, TYP. 2' - 0 " M I N . ℄ ℄ PLAN 5' - 0 " 1" CHAMFERED EDGE, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. 3' - 0 " CONDUIT CENTER IN FOOTING #4 REBAR, TYP. CAST-IN-PLACE PCC FOOTING AREA LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: ALT120, ALTITUDE LED TYPES: I, II, IV & V HEIGHT: 25' COLOR: LIGHT GREY SEE ELECTRICAL PLANS FOR TYPE 2'-0" AREA LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: ALT120, ALTITUDE LED TYPES: I, II, IV & V HEIGHT: 25' COLOR: LIGHT GREY SEE ELECTRICAL PLANS FOR TYPE 1" CHAMFER, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. CONDUIT CENTER IN FOOTING #4 REBAR, TYP. PEDESTRIAN LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: SLVT2-LK, LARGENT TYPES: 4W & 4W HEIGHT: 14' COLOR: GLOSS BLACK SEE ELECTRICAL PLANS FOR TYPE 1" CHAMFERED EDGE 5' - 0 " 6" 2'-0" 6" COMPACTED BACKFILL COMPACTED BACKFILL COMPACTED BACKFILL CAST-IN-PLACE PCC FOOTING COMPACTED BACKFILL 6" 4" EXPANSION JOINT, TYP., SEE DETAIL 12/L500 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 ℄ ℄ 1' - 0 " 1'-0" ADJACENT WALK PLAN EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINTS, SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES 1'-0" ADJACENT CURB PLAN ℄ 2'-0" 2' - 0 " EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINT, SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES TYPE 2 PCC SEE DETAIL 02/L500 EXPANSION JOINT, SEE DETAIL 12/L500 COORDINATE POINTS TYP. SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES ADJACENT WALK 2'-0" 2' - 0 " ADJACENT CURB ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 LIGHTING DETAILS L504 SECTION: AREA LIGHT IN PARKING LOT, TYP.01 L504 N.T.S. SECTION: AREA LIGHT IN LANDSCAPE, TYP.02 L504 N.T.S. SECTION: PEDESTRIAN LIGHT IN PAVEMENT, TYP.03 L504 N.T.S. SECTION: PEDESTRIAN LIGHT IN LANDSCAPE, TYP.04 L504 N.T.S. SECTION: BOLLARD LIGHT IN LANDSCAPE, TYP.05 L504 N.T.S. SECTION: BOLLARD LIGHT IN WALK, TYP.06 L504 N.T.S. PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E FFE: 1036.33FFE: 1036.33 FFE: 1036.33 FFE: 1041.68 50 ' B U I L D I N G S E T B A C K FFE: 1038.48 FFE: 1035.03 FFE: 1031.45 FFE: 1031.45 FFE: 1032.93 FFE: 1032.93 PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E FFE: 1036.33FFE: 1036.33 FFE: 1036.33 FFE: 1041.68 50 ' B U I L D I N G S E T B A C K FFE: 1038.48 FFE: 1035.03 FFE: 1031.45 FFE: 1031.45 FFE: 1032.93 FFE: 1032.93 EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E FFE: 1036.33FFE: 1036.33 FFE: 1036.33 FFE: 1041.68 50 ' B U I L D I N G S E T B A C K FFE: 1038.48 FFE: 1035.03 FFE: 1031.45 FFE: 1031.45 FFE: 1032.93 FFE: 1032.93 EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 05 L601 06 L601 01 L601 09 L601 02 L601 03 L601 04 L601 07 L601 08 L601 10 L601 11 L601 12 L601 13 L601 16 L601 02 L602 14 L601 15 L601 10 L602 01 L602 04 L603 08 L602 07 L602 06 L602 05 L602 04 L602 03 L602 16 L602 11 L605 12 L605 01 L603 02 L603 03 L603 13 L602 12 L602 15 L602 14 L602 10 L603 11 L603 12 L603 14 L603 13 L603 11 L604 12 L604 13 L604 14 L604 10 L604 06 L603 08 L603 09 L603 15 L603 13 L605 02 L604 09 L604 03 L604 04 L604 06 L604 05 L604 15 L604 10 L605 09 L605 05 L605 06 L605 16 L604 01 L605 02 L605 03 L605 08 L605 07 L605 09 L602 11 L602 07 L604 08 L604 04 L605 05 L603 07 L603 16 L603 01 L604 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 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 80'160'40'0' SCALE:1"=80' 1042.32 1042.28 1042.78 1042.82 1042 1042.32 1042.28 1042.78 1042.82 1042 0.4% 7. 7 % 1037.701037.54 1037.04 1037.20 1037.701037.54 1037.04 1037.20 1.6% 7. 7 % TC/BC:1040.33 1040.89 TC/BC: 1040.39 1040.83 TC/BC:1040.33 1040.89 TC/BC: 1040.39 1040.83 1. 0 % 7.7% TC/BC:1039.64 TC/BC: 1039.58 1040.14 1040.08 TC/BC:1039.64 TC/BC: 1039.58 1040.14 1040.08 1. 0 % 7.7% 1039.66 TC/BC: 1039.10 1039.60 TC/BC:1039.16 1039.66 TC/BC: 1039.10 1039.60 TC/BC:1039.16 1. 0 % 7.7% TC/BC:1038.48 TC/BC:1038.42 1038.98 1038.92 1039 TC/BC:1038.48 TC/BC:1038.42 1038.98 1038.92 1039 1. 0 % 7.7% 1037.18 1036.98 1036.61 1036.92 1036.65 1037.22 1037.18 1036.98 1036.61 1036.92 1036.65 1037.221. 0 % 7.7% 1037.18 1036.68 1037.34 1036.84 1037.22 1037.38 1037.18 1036.68 1037.34 1036.84 1037.22 1037.38 1. 0 % 0. 6 % 2.0% 7. 7 % 1036.91 1036.81 1036.20 1036.10 1037.02 1036.92 1037.00 1037.10 1037 1036.91 1036.81 1036.20 1036.10 1037.02 1036.92 1037.00 1037.10 1037 1. 6 % 1.8% 8.3% TR: 1036.92 1037.02 TC/BC: 1036.20 TC/BC: 1036.10 TR: 1036.82 1036.92 TR: 1036.92 1037.02 TC/BC: 1036.20 TC/BC: 1036.10 TR: 1036.82 1036.92 1.0% 1. 0 % 8.0% TR: 1034.27 TR: 1034.17 TC/BC: 1033.77 TC/BC: 1037.67 1034.37 1034.27 TR: 1034.27 TR: 1034.17 TC/BC: 1033.77 TC/BC: 1037.67 1034.37 1034.27 4. 2 % 3. 3 % 1. 2 % 1.0% 1037.35 1037.31 1037.84 1037.78 1038 1037.35 1037.31 1037.84 1037.78 1038 1. 0 % 7.7% 1038.50 TC/BC:1037.94 1038.44 TC/BC:1038.00 1038 1038.50 TC/BC:1037.94 1038.44 TC/BC:1038.00 1038 1. 0 % 7.7% 1033.47 TR:1033.32 BR: 1033.38 BR: 1033.23 BR:1032.72 TR:1033.28 TR:1033.43 1033.47 TR:1033.32 BR: 1033.38 BR: 1033.23 BR:1032.72 TR:1033.28 TR:1033.43 0. 8 % 1.5% BR:1032.51 1033.32 TR: 1033.17BR:1032.51 1033.32 TR: 1033.17 7.7%1.5% 1. 5 % 1.5% BR: 1033.00 BR: 1032.92 TR: 1033.50 TR: 1033.42 1033.61 1033.53 1033.71 1033.63 BR: 1033.00 BR: 1032.92 TR: 1033.50 TR: 1033.42 1033.61 1033.53 1033.71 1033.63 7.7% 1.5% 0. 8 % ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L601 SIDEWALK RAMP DETAILS SIDEWALK RAMP DETAIL01 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL02 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL03 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL04 L601 SCALE: 1"=5'SIDEWALK RAMP DETAIL08 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL07 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL06 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL05 L601 SCALE: 1"=5'SIDEWALK RAMP DETAIL09 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL10 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL11 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL12 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL13 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL14 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL15 L601 SCALE: 1"=5' SIDEWALK RAMP DETAIL16 L601 SCALE: 1"=5' TC/BC: 1032.74 TC: 1032.62 BC: 1032.11 TC/BC: 1032.58 TC/BC: 1032.74 TC: 1032.62 BC: 1032.11 TC/BC: 1032.58 2.0% 3. 9 % 1032.80 TC/BC:1032.51 1032.76 TC/BC: 1032.55 1032.88 1032.84 TC/BC: 1032.58 1032.80 TC/BC:1032.51 1032.76 TC/BC: 1032.55 1032.88 1032.84 TC/BC: 1032.58 0. 7 % 0.6%7.7% 2.0% TC/BC: 1035.98 1036.48 TC/BC:1035.94 1036.44 TC/BC: 1035.98 1036.48 TC/BC:1035.94 1036.44 7.7% 0. 7 % TC/BC:1035.62 TC/BC: 1035.58 1036.12 1036.08 TC/BC:1035.62 TC/BC: 1035.58 1036.12 1036.08 0. 7 % 7.7% 1035.32 TC/BC: 1034.78 1035.28 TC/BC: 1034.82 1035 1035.32 TC/BC: 1034.78 1035.28 TC/BC: 1034.82 1035 0. 7 % 7.7% TC/BC: 1034.15 TC/BC:1034.11 1034.65 1034.61 1035 TC/BC: 1034.15 TC/BC:1034.11 1034.65 1034.61 1035 0. 7 % 7.7% TC/BC: 1031.51 TC: 1032.18 BC: 1031.67 TR:1031.88 TR:1031.96 TR:1031.88 TR:1031.96 TC/BC: 1031.51 TC: 1032.18 BC: 1031.67 TR:1031.88 TR:1031.96 TR:1031.88 TR:1031.96 2.0% 3. 9 % TC: 1031.91 BC: 1031.41 TC/BC: 1031.25 TR:1031.88 TR:1031.96 TR:1031.88 TR:1031.96 TC: 1031.91 BC: 1031.41 TC/BC: 1031.25 TR:1031.88 TR:1031.96 TR:1031.88 TR:1031.96 2.0% 6. 6 % RIM 1029.99 INV 1025.83 RIM 1029.99 INV 1025.83 TC: 1030.01 BC: 1030.01 TC: 1030.67 BC: 1030.17 TC: 1030.55 BC: 1030.55TR:1030.39 RIM 1029.99 INV 1025.83 TC: 1030.01 BC: 1030.01 TC: 1030.67 BC: 1030.17 TC: 1030.55 BC: 1030.55TR:1030.39 4. 2 % 2.0% TR: 1030.47 TR: 1030.54 TC/BC: 1030.04 TC/BC: 1029.97 TR: 1030.47 TR: 1030.54 TC/BC: 1030.04 TC/BC: 1029.97 4. 2 %4. 8 % 1. 6 % 1.4% 4.7% 3.6% BR: 1032.88 BR: 1032.80 BR: 1033.30 TC: 1033.38 BC: 1032.88 BR: 1032.88 BR: 1032.80 BR: 1033.30 TC: 1033.38 BC: 1032.88 1. 6 % 7.7% TR:1030.63 TR:1030.47 TC/BC: 1029.97 TC/BC:1030.13 TR:1030.63 TR:1030.47 TC/BC: 1029.97 TC/BC:1030.13 8.3% 5.0% 7. 1 % 4. 2 % 1.7% 1. 6 % TC/BC: 1029.70 TC/BC: 1029.86 TR: 1030.36 TR: 1030.20 1030.51 TC/BC: 1029.70 TC/BC: 1029.86 TR: 1030.36 TR: 1030.20 1030.51 1.6% 1. 5 % 7. 7 % 4. 3 % TR: 1029.60 TC/BC: 1029.67 TR: 1030.10 TR: 1030.17 1030.19 1030.26 TR: 1029.60 TC/BC: 1029.67 TR: 1030.10 TR: 1030.17 1030.19 1030.26 1.4% 1. 5 % 4. 7 % 5. 7 % TC/BC: 1033.00 TC/BC: 1032.96 1033.50 1033.46 1034 TC/BC: 1033.00 TC/BC: 1032.96 1033.50 1033.46 1034 0. 7 % 7.7% 1034.22 TC/BC: 1033.72 TC/BC: 1033.68 1034.18 1034.22 TC/BC: 1033.72 TC/BC: 1033.68 1034.18 0. 7 % 7.7% ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L602 SIDEWALK RAMP DETAILS SIDEWALK RAMP DETAIL01 L602 SCALE: 1"=5' SIDEWALK RAMP DETAIL02 L602 SCALE: 1"=5' SIDEWALK RAMP DETAIL03 L602 SCALE: 1"=5' SIDEWALK RAMP DETAIL04 L602 SCALE: 1"=5'SIDEWALK RAMP DETAIL08 L602 SCALE: 1"=5' SIDEWALK RAMP DETAIL07 L602 SCALE: 1"=5' SIDEWALK RAMP DETAIL06 L602 SCALE: 1"=5' SIDEWALK RAMP DETAIL05 L602 SCALE: 1"=5'SIDEWALK RAMP DETAIL09 L602 SCALE: 1"=5' SIDEWALK RAMP DETAIL10 L602 SCALE: 1"=5' SIDEWALK RAMP DETAIL11 L602 SCALE: 1"=5'SIDEWALK RAMP DETAIL15 L602 SCALE: 1"=5' SIDEWALK RAMP DETAIL12 L602 SCALE: 1"=10'SIDEWALK RAMP DETAIL16 L602 SCALE: 1"=5' SIDEWALK RAMP DETAIL14 L602 SCALE: 1"=5' SIDEWALK RAMP DETAIL13 L602 SCALE: 1"=5' BR: 1031.23 BR: 1031.19 TR: 1031.69 TC: 1031.73 BC: 1021.23 BR: 1031.23 BR: 1031.19 TR: 1031.69 TC: 1031.73 BC: 1021.23 0. 7 % 7.7% RIM 1030.95 INV 1026.89 RIM 1030.95 INV 1026.89 TR: 1031.46 BR: 1030.92 TR: 1031.42 BR: 1030.96 RIM 1030.95 INV 1026.89 TR: 1031.46 BR: 1030.92 TR: 1031.42 BR: 1030.96 0. 7 % 7.7% RIM 1030.95 INV 1026.89 RIM 1030.95 INV 1026.89 BR: 1030.19 BR: 1030.15 TR: 1030.65 TR: 1030.65 RIM 1030.95 INV 1026.89 BR: 1030.19 BR: 1030.15 TR: 1030.65 TR: 1030.65 7.7% 0% 1030.10 BR:1029.62 1030.12 BR: 1029.60 1030.10 BR:1029.62 1030.12 BR: 1029.60 7.7% 0. 2 % 1030.79 TR:1030.47 TC/BC: 1029.97 TR:1030.30 TC/BC: 1029.80 TC/BC: 1029.96 1030.79 TR:1030.47 TC/BC: 1029.97 TR:1030.30 TC/BC: 1029.80 TC/BC: 1029.96 8.3% 7. 1 % 4. 2 % 1.7% 1. 6 % 1031.38 TC:1031.97 BR/BC:1031.47 1031.38 TR/TC: 1031.86 BC: 1031.38 TR/TC: 1031.95 1031.49 1031.38 TC:1031.97 BR/BC:1031.47 1031.38 TR/TC: 1031.86 BC: 1031.38 TR/TC: 1031.95 1031.49 1.5% 1.5% 8. 0 % TC: 1035.03 BC: 1034.53 1034.40 1034.30 1034.10 1034.26 1035.03 1034.41 TC: 1035.03 BC: 1034.53 1034.40 1034.30 1034.10 1034.26 1035.03 1034.41 1.3% 1. 8 % 4. 9 % 4. 2 % TC/BC:1029.80 TC/BC: 1029.65 TR: 1030.15 1030.39 1030.24 TC: 1029.69 BC: 1029.19TC/BC:1029.80 TC/BC: 1029.65 TR: 1030.15 1030.39 1030.24 TC: 1029.69 BC: 1029.19 1.5% 1. 5 % 8.3% TC/BC: 1029.05 TC/BC: 1029.21 TR: 1029.71 TR: 1029.55 1029.86 1029.70 TC/BC: 1029.05 TC/BC: 1029.21 TR: 1029.71 TR: 1029.55 1029.86 1029.70 1.6 %1.5 % 4.3 % 7.7 % TR: 1028.62 TR: 1028.73 1028.77 1028.88 TR: 1028.62 TR: 1028.73 1028.77 1028.88 1.1 % 1.5 % 4.2 % 7.7 % TR: 1030.17 TC/BC: 1029.67 1030.28 TR: 1030.17 TC/BC: 1029.67 1030.28 7.7% 1.3% 1 . 9 % 4.1% TC/BC: 1028.62 TC/BC: 1027.89 TR: 1029.29 TR: 1029.12 1029.21 1029.38 TC/BC: 1028.62 TC/BC: 1027.89 TR: 1029.29 TR: 1029.12 1029.21 1029.38 1.5% 1 . 7 % 7.7% TR: 1032.66 TC/BC:1032.28 TR: 1032.51 TR: 1032.66 TC/BC:1032.28 TR: 1032.51 3.2% 2.8% 1. 5 % TC: 1031.71 BC: 1031.21 1031.80 1031.38 TC:1031.97 BR/BC:1031.47 TR/TC: 1031.85 TR/TC: 1031.79 BC: 1031.29 TC: 1031.71 BC: 1031.21 1031.80 1031.38 TC:1031.97 BR/BC:1031.47 TR/TC: 1031.85 TR/TC: 1031.79 BC: 1031.29 1.5% 6. 8 % 1.5% 1029.801029.80 7.7% 1.5% 1. 4 % ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L603 SIDEWALK RAMP DETAILS SIDEWALK RAMP DETAIL01 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL02 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL03 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL04 L603 SCALE: 1"=5'SIDEWALK RAMP DETAIL08 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL07 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL06 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL05 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL09 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL10 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL11 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL15 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL12 L603 SCALE: 1"=5'SIDEWALK RAMP DETAIL16 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL14 L603 SCALE: 1"=5' SIDEWALK RAMP DETAIL13 L603 SCALE: 1"=5' TC/BC: 1031.48 TC/BC: 1031.63 TC/BC: 1031.48 TC/BC: 1031.63 1.5% 1. 5 % 8.3% VA N VA N TR/TC: 1032.73 BC: 1032.23 TR: 1032.91 TR: 1032.82 1032.41 TC/BC: 1032.32 TC/BC: 1032.23 1032.32 TR: 1032.82 1032.91 1033.00 VA N TR/TC: 1032.73 BC: 1032.23 TR: 1032.91 TR: 1032.82 1032.41 TC/BC: 1032.32 TC/BC: 1032.23 1032.32 TR: 1032.82 1032.91 1033.00 0.9% 1. 5 % 8. 3 % 8. 3 % 1. 5 % 1. 5 % 0.9% 0.9% TC/BC: 1033.66 TC/BC: 1033.75 TR: 1034.25 TR: 1034.16 1034.35 1034.03 TC/BC: 1033.66 TC/BC: 1033.75 TR: 1034.25 TR: 1034.16 1034.35 1034.03 7.7%1. 5 % TC/BC: 1034.76 TR: 1035.26TR: 1035.17 TC/BC: 1034.67 1035.171035.08 TC/BC: 1034.76 TR: 1035.26TR: 1035.17 TC/BC: 1034.67 1035.171035.08 8. 3 % 1. 5 % 1.5% TR: 1035.76 TR: 1035.67 1035.76 TC/BC: 1035.17 TC/BC: 1035.26 TC/BC: 1035.19 TR: 1035.69 TC/BC: 1035.26 TR: 1035.76 TR: 1035.67 1035.76 TC/BC: 1035.17 TC/BC: 1035.26 TC/BC: 1035.19 TR: 1035.69 TC/BC: 1035.261. 5 % 1.2% 5. 9 % 4.9% 8. 3 % TR: 1035.53 TR: 1035.53 8. 3 % TR: 1035.53 TR: 1035.53 BR:1033.44 BR:1033.59 TR:1033.72 TR:1033.72 BR:1033.44 BR:1033.59 TR:1033.72 TR:1033.72 2.0%0% 4.3% TC/BC: 1034.04 TC/BC:1034.19 1034.33 1034.33 1034.44 1034.44 TC/BC: 1034.04 TC/BC:1034.19 1034.33 1034.33 1034.44 1034.44 3.6% 1.8% 1.8% TC/BC: 1033.80 TC/BC: 1034.04 1034.33 1034.44 TR: 1034.30 TR: 1034.39 TC/BC: 1033.89 1034.40 1034.49 TC/BC: 1033.80 TC/BC: 1034.04 1034.33 1034.44 TR: 1034.30 TR: 1034.39 TC/BC: 1033.89 1034.40 1034.49 8. 3 % 1.5% 1. 6 % TR: 1034.83TR: 1034.74 1034.83 1034.92 TC/BC: 1034.24 TC/BC: 1034.33 TR: 1034.83TR: 1034.74 1034.83 1034.92 TC/BC: 1034.24 TC/BC: 1034.33 8. 3 % 1. 5 % 1.5% BR: 1033.98BR: 1034.04 TR: 1034.54 TR: 1034.58 1034.63 1034.67 BR: 1033.98BR: 1034.04 TR: 1034.54 TR: 1034.58 1034.63 1034.67 7. 7 % 1. 5 % 0.6% TR: 1034.91 TC/BC:1034.41 TR: 1034.91 TC/BC:1034.41 7. 7 % 1. 5 % 1. 5 % TC/BC/HP: 1034.35 TC/BC/HP: 1034.23 TR: 1034.73 TR: 1034.85 1034.941034.82 TC/BC/HP: 1034.35 TC/BC/HP: 1034.23 TR: 1034.73 TR: 1034.85 1034.941034.82 7. 7 % 1.5% 1. 5 % TC/BC: 1034.62 TC/BC: 1034.74 TR: 1035.24 TR: 1035.12 1035.21 1035.33 TC/BC: 1034.62 TC/BC: 1034.74 TR: 1035.24 TR: 1035.12 1035.21 1035.33 7. 7 % 1.5% 1. 5 % TC/BC: 1035.71 TR: 1036.21 TR: 1036.12 TC/BC: 1035.62 1036.18 1036.27 TC/BC: 1035.71 TR: 1036.21 TR: 1036.12 TC/BC: 1035.62 1036.18 1036.27 1. 5 % 1.0% 7.7% TR: 1036.46 TR: 1036.37 1036.52 1036.43 TC/BC: 1035.62 TC/BC: 1035.53 TR: 1036.46 TR: 1036.37 1036.52 1036.43 TC/BC: 1035.62 TC/BC: 1035.538.0% 1.0% 1. 5 % ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L604 SIDEWALK RAMP DETAILS SIDEWALK RAMP DETAIL01 L604 SCALE: 1"=5' SIDEWALK RAMP DETAIL02 L604 SCALE: 1"=5' SIDEWALK RAMP DETAIL03 L604 SCALE: 1"=5' SIDEWALK RAMP DETAIL04 L604 SCALE: 1"=5' SIDEWALK RAMP DETAIL06 L604 SCALE: 1"=5' SIDEWALK RAMP DETAIL05 L604 SCALE: 1"=5' SIDEWALK RAMP DETAIL07 L604 SCALE: 1"=5' SIDEWALK RAMP DETAIL08 L604 SCALE: 1"=5' SIDEWALK RAMP DETAIL09 L604 SCALE: 1"=5'SIDEWALK RAMP DETAIL13 L604 SCALE: 1"=10' SIDEWALK RAMP DETAIL10 L604 SCALE: 1"=5'SIDEWALK RAMP DETAIL14 L604 SCALE: 1"=5' SIDEWALK RAMP DETAIL12 L604 SCALE: 1"=10' SIDEWALK RAMP DETAIL11 L604 SCALE: 1"=5' SIDEWALK RAMP DETAIL15 L604 SCALE: 1"=5' SIDEWALK RAMP DETAIL16 L604 SCALE: 1"=5' TC/BC: 1037.70 TC/BC: 1037.60 TR: 1038.20 TR: 1038.10 1038.30 1038.20 TC/BC: 1037.70 TC/BC: 1037.60 TR: 1038.20 TR: 1038.10 1038.30 1038.20 7.7% 1. 7 % 1.7% TC/BC: 1037.78 TC/BC:1037.82 TR: 1038.32 TR: 1038.28 1038.41 1038.37TC/BC: 1037.78 TC/BC:1037.82 TR: 1038.32 TR: 1038.28 1038.41 1038.37 8.3% 0. 7 % 1.5% TC/BC: 1038.66 TR: 1039.16 TR: 1039.04 TC/BC: 1038.54 1039.271039.15 TC/BC: 1038.66 TR: 1039.16 TR: 1039.04 TC/BC: 1038.54 1039.271039.15 1.4%1. 0 % 8. 3 % BR:1032.24 BR: 1032.18 TC: 1032.74 BC: 1032.24 TR: 1032.68 BR:1032.24 BR: 1032.18 TC: 1032.74 BC: 1032.24 TR: 1032.68 1. 0 % 7.7% VA N VA N TC/BC: 1040.12 TC/BC: 1040.02 TR: 1040.62 TR: 1040.52 1040.62 1040.72 VA N TC/BC: 1040.12 TC/BC: 1040.02 TR: 1040.62 TR: 1040.52 1040.62 1040.72 7.7% 1.3% 1. 5 % TR: 1040.89TR: 1040.80 TC/BC: 1040.30 TC/BC: 1040.39 1040.991040.90 TR: 1040.89TR: 1040.80 TC/BC: 1040.30 TC/BC: 1040.39 1040.991040.90 7. 7 % 1. 5 % 1.5% 0. 9 % 1.0 % TC/BC: 1041.48 TC/BC: 1041.74 TC/BC: 1041.63 TR: 1042.13 TC/BC: 1042.22 1042.32 1042.23 0. 9 % 1.0 % TC/BC: 1041.48 TC/BC: 1041.74 TC/BC: 1041.63 TR: 1042.13 TC/BC: 1042.22 1042.32 1042.23 4. 8 % 5. 7 % 1.8 % 1. 7 % TC/BC: 1036.46 TC/BC: 1036.19 TC/BC: 1036.53 TR: 1037.03 TR: 1036.96 TR:1036.75 1036.96 TC/BC: 1036.25 TR: 1036.69 1036.81 1036.75 1036.90 TC/BC: 1036.46 TC/BC: 1036.19 TC/BC: 1036.53 TR: 1037.03 TR: 1036.96 TR:1036.75 1036.96 TC/BC: 1036.25 TR: 1036.69 1036.81 1036.75 1036.90 7.7% 1. 0 % 1.0% 1. 5 % 1.7% 7.7% TC/BC: 1040.86 TC/BC: 1040.95 TR: 1041.36 TR: 1041.45 1041.55 1041.46 TC/BC: 1040.86 TC/BC: 1040.95 TR: 1041.36 TR: 1041.45 1041.55 1041.46 6. 9 % 1.5%1. 5 % TR: 1040.90TR: 1040.99 TC/BC: 1040.40TC/BC: 1040.49 1041.00 1041.09 1041 TR: 1040.90TR: 1040.99 TC/BC: 1040.40TC/BC: 1040.49 1041.00 1041.09 1041 7. 7 % 1. 5 % 1.5% TC: 1032.35 BC: 1031.85 BR: 1032.81 TR: 1033.31 BR: 1031.85 TC: 1032.35 BC: 1031.85 BR: 1032.81 TR: 1033.31 BR: 1031.85 0. 7 % 7.7% 1032.22 TR: 1032.13 1032.04 TR: 1032.54 TR: 1032.45 TC/BC: 1031.95 TC/TR: 1032.36TR: 1032.45 1031.95 TC/BC: 1031.86 1032.63 1032.54 1032.45 1032.54 1032.22 TR: 1032.13 1032.04 TR: 1032.54 TR: 1032.45 TC/BC: 1031.95 TC/TR: 1032.36TR: 1032.45 1031.95 TC/BC: 1031.86 1032.63 1032.54 1032.45 1032.54 1.5% 1. 5 % 8. 3 % 8. 3 % 1. 5 % 1. 5 % 1.5% 1.5% 0. 9 % TC/BC: 1041.59 TC/BC: 1041.48 TR: 1041.98 TR: 1042.07 1042.08 1042.17 0. 9 % TC/BC: 1041.59 TC/BC: 1041.48 TR: 1041.98 TR: 1042.07 1042.08 1042.17 1.8 % 1. 7 % 6. 8 % 6. 3 % ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 01/04/2022 SITE PLAN SUBMITTAL #1 2 02/22/2022 SITE PLAN SUBMITTAL #2 3 03/25/2022 SITE PLAN SUBMITTAL #3 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA 50309 PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA 50131 PH: (515) 727-0700 L605 SIDEWALK RAMP DETAILS SIDEWALK RAMP DETAIL01 L605 SCALE: 1"=5' SIDEWALK RAMP DETAIL02 L605 SCALE: 1"=5' SIDEWALK RAMP DETAIL03 L605 SCALE: 1"=5' SIDEWALK RAMP DETAIL04 L605 SCALE: 1"=5'SIDEWALK RAMP DETAIL08 L605 SCALE: 1"=5' SIDEWALK RAMP DETAIL06 L605 SCALE: 1"=5' SIDEWALK RAMP DETAIL05 L605 SCALE: 1"=5'SIDEWALK RAMP DETAIL09 L605 SCALE: 1"=10' SIDEWALK RAMP DETAIL10 L605 SCALE: 1"=5' SIDEWALK RAMP DETAIL11 L605 SCALE: 1"=5' SIDEWALK RAMP DETAIL12 L605 SCALE: 1"=5' SIDEWALK RAMP DETAIL13 L605 SCALE: 1"=5' SIDEWALK RAMP DETAIL07 L605 SCALE: 1"=5' ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 SITE PLAN SUBMITTAL 2 11/01/21 TEMPORARY GRADING PLAN 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 /21 UP W D REF A470 E17 A2 A301 A2 A301 A5 A310 A17 A1E1 JANITOR B109 STAIR E ST-E STAIR C ST-C STAIR A ST-A ELEVATOR EL1 COAT CHECK B103 26' - 6 3/4"18' - 6 3/4" 8' - 4 1/2"34' - 9 1/2"23' - 2"22' - 11" 18' - 7 1/2"1' - 0" 10' - 0" 1' - 0"46' - 1" BAR B102 R6 A300 R6 A300R11 A301 R11 A301 H11 A301 H11 A301 A400 B25 A401 B26 A402 A24 STAIR B ST-B A403 A20 A404 A20 A201T3 A201 M3 A201 F3 A201 A3 A422 B24 A420 A17 A6 A300 A6 A300 PERFORMANCE PLATFORM A110 BAR A105 A22 A311 PREFUNCTION B100 BEER COOLER A102 CORRIDOR B104 A16 A311 A9 A311 A24 A312 A12 A310 A18 A310 A24 A310 A17 A312 A8 A312 A1 A312 F F 7 8 H6 A300 H6 A300 D D A A 2 B BE E C C 3 6 4 5 1.3 6.6 4.8 3.6 2.4 B.4 B.4 EL1A A102A B1 0 9 A B101B ST - A 1 11 9 9 ST-C1 CIRCULATION A100 MUSIC HALL A101 A460 A23 A440 A100B A100C A100D BAR SUPPORT A104 A461 A19 A461 A19 A410 A24 CORRIDOR A130 MAIN ELECTRICAL A136 SHOWER ROOM A135 RESTROOM A137 RISER ROOM A139 WATER SERVICE ROOM A138 PROD OFFICE A143 TOUR OFFICE A142 58'-1" MANAGER B105 BOX OFFICE B106 GENDER NEUTRAL B107 GENDER NEUTRAL B108 WOMEN'S RESTROOM B114 MEN'S RESTROOM B110 MDF ROOM A141 BOH CIRCULATION A140 DRESSING ROOM A145 MECHANICAL ROOM A144 BAR SUPPORT A107 BAR A106 BAR A103 153'-0"10'-0"48'-1" 211'-1" 15 8 ' - 0 " ST O O P 6' - 0 " 7' - 7 " 18 ' - 5 " 7' - 9 1 / 2 " 16 ' - 2 1 / 2 " 36 ' - 0 " 24 ' - 0 " 19 ' - 8 " 4' - 4 " 22 ' - 4 3 / 4 " 7' - 7 1 / 4 " 16 4 ' - 0 " STOOP 6'-0" 8.7 E.5 E.5 1.5 8.5 1.8 8.2 D.9 D.9 D.4 D.4 1.6 8.4 2.6 7.4 B.3 B.3 A.9 A.9 7.9 A132A A133A A135A A137A A136A A1 3 8 A A1 3 6 B VESTIBULE B101 5'-6" 80'-0" 7'-9 1/4" A440 A23 A440 A1 CREW ROOM A132 W/D A133 A139A A130B A1 3 0 A ST - D 1 ST-D2 ST-D3 A1 0 1 H A1 0 1 G A1 0 1 F A1 0 1 E A104A A1 0 3 A A1 4 0 A A141A A1 4 5 . 1 A A145A A142A A143A A1 4 4 A ST - E 1 A146A ST-E3 A1 0 1 D A1 0 1 C A1 0 1 B A1 0 1 A A107A B101A B107AB108A B103A B106A B1 0 5 A B1 0 4 A B1 0 2 A ST - A 2 A110A A1 1 0 B RESTROOM A145.1 ELEVATOR EL2 ELEVATOR VESTIBULE A146 A8 SF-1 SF-5 CW-2 A430 A14 A431 A14 ST - C 2 A410 P24 A470 S19 A470 S13 CW-1ST-E2 A405 A25 THRU-WALL SCUPPER THRU-WALL SCUPPER 4'-11 3/4" T.O. SLAB 1/ 8 " / 1 ' - 0 " 1/ 8 " / 1 ' - 0 " 1/4" / 1'-0" 1/ 8 " / 1 ' - 0 " 1/ 8 " / 1 ' - 0 " 1/4" / 1'-0" 1/ 8 " / 1 ' - 0 " 1/4" / 1'-0" 1/4" / 1'-0" 4'-10 1/4" T.O. SLAB 4'-10 1/4" T.O. SLAB 5'-0" T.O. STAIR 5'-0" 4'-11 1/8" T.O. SLAB 4'-10" T.O. SLAB4'-10" T.O. SLAB 4'-10" T.O. SLAB 4'-10" T.O. SLAB A330 A10 5'-1"36'-11"5'-1" A18 A310 SIM A202 A21 A202 A5 14 21.D1 5'-0" T.O.SLAB 5'-0" T.O. SLAB 1' - 6 " 1' - 6" 1' - 6 " 1' - 6" B1 0 0 D B1 0 0 C B1 0 0 B B1 0 0 A SF - 8 SF - 9 SF - 9 SF - 9 SF - 8 SF - 9 SF - 8 SF - 7 A422 B24 OPP 8'-0"45'-6" 11' - 1 3/8" 3' - 11 1/2" 4' - 11 1/8" 4' - 6" 16' - 0" 21' - 6" 20' - 0" 20' - 0" 21' - 6" 16' - 0" 4' - 6" 4' - 11 1/8" 3' - 11 1/2" 11' - 1 3/8" 12'-0" 24'-0" 4'-0" 1' - 2"26' - 0"8' - 0" A405 R25 A330 M10 8' - 0" A330 M10 30'-4"6'-3"20'-11" 2'-7 1/4" 2'-7 1/4" 16 2 ' - 0 " A105A A1 0 6 A A471 A19 A2 0c A2 0c A2 0c A2 0c A2 0c 11'-11 1/2" 6'-2" 2'-9" 6'-2" 2'-9" 6'-2" 6'-0 1/2" 5'-11" 6'-2" A440 K16 OV103A OV106A OV 1 0 6 B O V 1 0 6 C MECH MECH A1 0e A1 0e 7'-6" 10'-0" 10'-1 3/8" 10'-1 3/8" 3'-6" 32'-1" 46'-5" 13'-7 1/2" 0' - 0" 0' - 0" 5' - 0"0' - 0" 5' - 0" 0' - 0" 0' - 0" 5' - 0" 0' - 0" 0' - 0" 5' - 0" 0' - 0" 5' - 0" EQ EQ 45'-8" 3 0 '- 7 " STAIR D ST-D BALCONY ABOVE BALCONY ABOVE 27 40.A1 27 40.A1 FE C FE C FEC FE C FEC 27 40.A1 27 40.A1 27 40.A1 A440 K1 A441A1 K17 A17 MI X L O C A T I O N A420 U3 A2 LEVEL 1 FLOOR PLAN GENERAL NOTES 1. DIMENSIONS ARE MEASURED FACE- OF-FINISH TO FACE-OF-FINISH OR ROUGH MASONRY OPENING UNLESS NOTED OTHERWISE - TYPICAL FOR ALL DRAWINGS. 2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS - TYPICAL FOR ALL DRAWINGS. 3. IN THE EVENT OF A DISCREPANCY BETWEEN ARCHITECTURAL AND CONSULTANT DRAWINGS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING WORK - TYPICAL FOR ALL DRAWINGS. 4. ALL PENETRATIONS IN FIRE RATED FLOORS AND WALLS MUST BE SEALED WITH APPROPRIATE FIRESTOPPING SYSTEM. KEYNOTE LEGEND 14 21.D1 KONE MONOSPACE 500 PASSENGER ELEVATOR. 4000LB CAPACITY 27 40.A1 MONITOR & SURFACE MOUNTING BRACKET, SEE TECHNOLOGY BUILDING HEIGHT: 47'-6" PROPOSED USE: CONCERT VENUE NUMBER OF EMPLOYEES: VARIES PER EVENT 50-100 OCCUPANCY GROUP & DIVISION: A-1: ASSEMBLY - CONCERT HALL A-2: ASSEMBLY - BAR/NIGHTCLUB B: BUSINESS - OFFICE S-2: STORAGE - LOW HAZARD CONSTRUCTION TYPE: TYPE IIB, SPRINKLERED MAX OCCUPANCY: 3,937 SPRINKLER SYSTEM FULLY SPRINKLERED BUILDING STATISTICS A101 LEVEL 1 FLOOR PLAN 01/04/22 0'4'8'16'32' 1 12/ /21 SITE PLAN SUBMITTAL/2101/04/2202/18/222 3 3/25/2022 SITE PLAN RESUBMITTAL ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 SITE PLAN SUBMITTAL 2 11/01/21 TEMPORARY GRADING PLAN 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 /21 DN DN RE F A L I G N ALIG N AL I G N AL I G N A2 A301 A2 A301 A5 A310 R6 A300 R6 A300R11 A301 R11 A301 H11 A301 H11 A301 A201T3 A201 M3 A201 F3 A201 A3 A6 A300 A6 A300 DRESSING ROOM A242 VIP BALCONY B202 KITCHEN B208 AV / RACK ROOM A204 LIQUOR STORAGE A206 BOTTLE SERVICE A207 STORAGE A208 STAFF ROOM A232 DRESSING ROOM A243 DRESSING ROOM A244 STAIR A ST-A ELEVATOR EL1 STAIR C ST-C STAIR B ST-B MEN'S RESTROOM B205 VIP ENTRY B204 VIP LOUNGE B200 WOMEN'S RESTROOM B214 MEN'S RESTROOM B210 GENDER NEUTRAL B212 GENDER NEUTRAL B211 OFFICE A235 OFFICE A234 OFFICE A233 OFFICE A239 OFFICE A238 OFFICE A236 9'-6"7'-8 3/4" 6'-3 1/2" 13'-1 1/2"7'-5"10'-0"11'-0" OPEN OFFICE A230 CORRIDOR B209 BAR SUPPORT A210 BAR SUPPORT A215 CORRIDOR A240 CIRCULATION A200 CIRCULATION A205 BAR A209 BAR A214 TIERED SEATING - RIGHT A220 TIERED SEATING - LEFT A221 VIP BAR B203 7'-8 3/4" 6'-3 1/2"13'-1 1/2"7'-5"10'-0"11'-0" A22 A311 A16 A311 A9 A311 A24 A312 A12 A310 A18 A310 A24 A310 A17 A312 A8 A312 A1 A312 F F 7 8 H6 A300 H6 A300 STORAGE A202 D D A A 2 B BE E C C 3 6 4 5 1.3 6.6 4.8 3.6 2.4 B.4 B.4 BOX LEFT B211 BOX RIGHT B213 A202B A202A A204A A207A A2 0 8 A A2 0 6 A ST-C3 A215A ST-A3 ST - A 4 B2 0 4 A B2 1 1 A B2 1 2 A B201B EL1B SECONDARY ELEC A203 A203A 11 9 9 JAN B213 B209A B2 1 3 A A462 A15 A462 A15 A421 B16 A440 A410 E24 B208A A201A BATH ROOM A243.1 BATH ROOM A244.1 BATH ROOM A241.1 BATH ROOM A242.1 9'-8 1/2" 34'-3 1/2" 12'-6" 20'-6" 8'-0" 12'-7" 14'-2" 40'-6 1/2" 9'-8 1/2" ARTIST LOUNGE A241 8'-3" 17'-5 3/8" 20'-10 5/8" 5'-0" 8'-7" STAFF CHECK IN A231 45' - 1 1/2"8' - 4 1/2"34' - 9 1/2"23' - 2"22' - 11" 18' - 7 1/2"1' - 0" 10' - 0" 1' - 0"46' - 1" 11' - 1 3/8" 3' - 11 1/2"4' - 11 1/8" 4' - 6" 16' - 0" 21' - 6" 20' - 0" 20' - 0" 21' - 6" 16' - 0" 4' - 6" 4' - 11 1/8"3' - 11 1/2" 11' - 1 3/8" 153'-0"10'-0"48'-1" 211'-1" 157'-9 1/2" 6'-2 1/2" 50'-0" 36'-0" 24'-0" 24'-0" 22'-4 3/4" 7'-7 1/4" 164'-0" F.O.G. 6'-0" VESTIBULE B201 8.7 E.5 E.5 1.5 8.5 1.8 8.2 D.9 D.9 D.4 D.4 1.6 8.4 2.6 7.4 B.3 B.3 A.9 A.9 7.9 A423 A21 ELEVATOR VESTIBULE A240.1 A440 A23 A440 A1 110° 1 1 0 .0 0 ° KITCHEN STORAGE A201 OPEN TO BELOW B201A A210A ST-D4 A231AA232A A2 3 0 A A2 4 2 A A2 4 0 A A2 4 1 A A2 4 0 . 1 A A2 4 1 . 1 A A243.1A A244.1A A242.1A A243A ST-E4 A244A B203A B2 0 4 B ELEVATOR EL2 STAIR E ST-E A8 46'-0" SF - 3 SF - 4 SF-6 CW-2 SF-1 WOMEN'S RESTROOM B206 A432 A13 A433 A13 B2 0 6 A B2 0 7 A B208B CLEAR 4'-11" CLEAR 4'-11" A410 T24 8'-1"18'-11"19'-0" R-3 [SEE A104] EQ EQ A19 A322 A202 A21 A202 A5 A202 G15 A202G24 A202 G9 SF - 1 5 SF - 1 4 SF - 1 3 SF - 1 2 SF - 1 1 SF - 1 0 45' - 6" 1 2 2 ° EQEQ A2 3 3 A A2 3 4 A A2 3 5 A A2 3 6 A A2 3 8 A A2 3 9 A 5'-11 1/4" 6'-6" A2 0 9 A A2 1 4 A 18'-8 1/2"17'-7 1/2" 18'-8 1/2"17'-7 1/2" 6'-2 1/2" B205A 1 5 0 .0 0 ° 90.00° A480 A16 CW-1 A481 M17 9'-6" 11'-0" A451 N15 16'-0" 16'-0" BOX SEATING A212 A451 N24 A451 U18 A451 N24 A451 N15 14'-65/8" 1 1 ' - 0 " 5 ' - 9 " 1 5 0 ° 150° 8'-8" 8'-8" MECH. CHASE MECH. CHASE 150.00° 9 0 . 0 0 ° 1 4 '-6 5 /8 " A19 A450 A1 1c A1 1c A1 1c A1 1c A1 1c A2 0c A2 0c A2 0c A2 0c F1 A2 0c A2 0c A1 1cA1 0a A1 0a A1 1c A1 1c A1 1c A2 0c A2 0c A2 0c A2 0c F1 A2 0c A2 0c A1 1c 5'-9" 6' - 7 1/4" 6' - 7 1/4" 6'-3 1/2" A2 0cA2 0c 6'-3 1/2" A2 0c A2 0c A2 0c A2 0c EQ EQ 1'-8" 45'-6" A432 A1 D1 BALCONY ROOF DRAIN [SEE A104] [SEE FOODSERVICE DRAWINGS] A1 1c B2 0 2 B B2 0 2 A MECH. CHASE MECH. CHASE MECH. CHASE MECH. CHASE HALLWAY B207 STAIR D ST-D A1 0d F1 B208C 27 40.A1 27 40.A1 27 40.A1 27 40.A1 27 40.A1 FE C FE C FE C F1 FEC FEC FEC 27 40.A127 40.A1 27 40.A1 A400 B20 A402 A18 A401 B21 A403 F20 A404 G20 FEC FEC 27 40.A1 A3 0e A1 0e A3 0e A441A1 K17 A17 A2 0c A2 0c A1 1 c A1 1 c A2 0c A1 1c A2 LEVEL 2 FLOOR PLAN GENERAL NOTES 1. DIMENSIONS ARE MEASURED FACE- OF-FINISH TO FACE-OF-FINISH OR ROUGH MASONRY OPENING UNLESS NOTED OTHERWISE - TYPICAL FOR ALL DRAWINGS. 2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS - TYPICAL FOR ALL DRAWINGS. 3. IN THE EVENT OF A DISCREPANCY BETWEEN ARCHITECTURAL AND CONSULTANT DRAWINGS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING WORK - TYPICAL FOR ALL DRAWINGS. 4. ALL PENETRATIONS IN FIRE RATED FLOORS AND WALLS MUST BE SEALED WITH APPROPRIATE FIRESTOPPING SYSTEM. KEYNOTE LEGEND 27 40.A1 MONITOR & SURFACE MOUNTING BRACKET, SEE TECHNOLOGY A102 LEVEL 2 FLOOR PLAN 01/04/22 0'4'8'16'32' 1 12/ /21 SITE PLAN SUBMITTAL/2101/04/2202/18/222 3 3/25/2022 SITE PLAN RESUBMITTAL ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 SITE PLAN SUBMITTAL 2 11/01/21 TEMPORARY GRADING PLAN 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 /21 RE F UP UP GR -2 GR-2 GR-9 GR-9 GR-9 GR-9 GR-9 G R -9 GR-6 GR-6 GR-6 G R -3 GR -3 GR -3 GR-3 GR-3 GR -4 GR -4 GR -4 GR -4 GR-3 GR-5GR-5 G R -5 G R - 5 GR -5 GR -5 GR -5 GR-5 GR -5 GR-5 GR -5 GR -5 GR -5 GR-5 GR -7 GR -8 G R-9 G R-3 GR-5GR-5 G R-5 G R-5 GR -5 GR -5 GR -5 GR-5 GR -5 GR-5 GR -5 GR -5 GR -5 GR-5 GR-2 GR -7 GR -7 G R -2 G R -9 G R - 9 G R - 9 G R -9 G R -9 G R -6 G R -6 G R - 6 GR -3 GR -3 GR-3 GR-3 GR -4 GR -4 GR -4 GR -4 GR-3 G R -2 GR -2 A2 A301 A5 A310 R6 A300 R11 A301 H11 A301 A201T3 A201 M3 A201 F3 A6 A300 A22 A311 A16 A311 A9 A311 A24 A312 A12 A310 A18 A310 A24 A310 A17 A312 A8 A312 A1 A312 F F 7 8 H6 A300 D D A A 2 B BE E C C 3 6 4 5 1.3 6.6 4.8 3.6 2.4 B.4 B.4 11 9 9 A440 A410 K24 45'-1 1/2"66'-4"22'-11"18'-7 1/2"1'-0" 10'-0" 1'-0"46'-1" 153'-0"10'-0"48'-1" 211'-1" 157'-9 1/2" 6'-2 1/2" 7'-7" 18'-5" 7'-9 1/2" 16'-2 1/2" 36'-0" 24'-0" 19'-8" 4'-4" 22'-4 3/4" 7'-7 1/4" 164'-0" 75 SF ELEVATOR EL1 8.7 E.5 E.5 1.5 8.5 1.8 8.2 D.9 D.9 D.4 D.4 1.6 8.4 2.6 7.4 B.3 B.3 A.9 A.9 7.9 A440 A23 A440 A1 792 SF UPPER FLEX. SEATING A223 101 SF MEP ACCESS A224 108 SF ROOF ACCESS A222 A222B A2 2 2 A OPEN TO BELOW TIERED SEATING - RIGHT A220 TIERED SEATING - LEFT A221 A8 A432 A450 S19 J2 A322 A202 G15 A202G24 A202 G9 11'-0" 19'-2" 31'-8" 11'-2" 19'-0" 9'-8 1/2" 25'-8 1/2" 5'-0" 19'-9" 5'-0" 15'-10" 15'-10" 5'-0" 19'-9" 5'-0" 25'-8 1/2" 9'-8 1/2" 11'-0" A481 M17 5 ' - 9 " 8'-0" EQ EQ 30'-6" TYP 3 '-0 "3 '-0 "3 '-0 "3 '-0 " 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" A450 G7 A450 G13 A450 G7 A450 G7 A19 A450 5'-9" GR -1 G-4 HR-1 HR-1 HR-1HR-1HR-1 HR-1 HR-1 H R -1 H R -1 HR-1 HR-1 HR-2 HR-2 HR-2 HR-2 HR-2 HR-2 HR -1 HR -1 HR -1 HR -1 GR-7 HR-1 HR-1 HR-1HR-1HR-1 HR-1 HR-1 H R-1 H R-1 H R - 1 H R - 1 HR-2 HR-2 HR-2 HR-2 HR-2 HR-2 HR -1 HR -1 HR -1 HR -1 GR-7 A1 0d A1 0d A432 A1 D1 A441A1 K17 A17 SEE ROOF PLAN A104 FOR LOW ROOF INFORMATION H10 GR -1 GR-1 HR-1 HR-1 HR-1 HR-1 G-4 GR -1 G R -1 GR-5: 36" HIGH STEEL BAR GUARD RAIL W/ INTERMEDIATE STEEL ROD RAILS GR-6: 42" HIGH STEEL BAR GUARD RAIL W/ INTERMEDIATE STEEL ROD RAILS & 10" ANGLED STEEL BAR TOP GR-7: 36" HIGH STEEL BAR GUARD RAIL W/ INTERMEDIATE STEEL ROD RAILS B1 T.O. TIERED SEATING FLOOR PLAN KEYNOTE L GENERAL NOTES 1. DIMENSIONS ARE MEASURED FACE- OF-FINISH TO FACE-OF-FINISH OR ROUGH MASONRY OPENING UNLESS NOTED OTHERWISE - TYPICAL FOR ALL DRAWINGS. 2. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS - TYPICAL FOR ALL DRAWINGS. 3. IN THE EVENT OF A DISCREPANCY BETWEEN ARCHITECTURAL AND CONSULTANT DRAWINGS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING WORK - TYPICAL FOR ALL DRAWINGS. 4. ALL PENETRATIONS IN FIRE RATED FLOORS AND WALLS MUST BE SEALED WITH APPROPRIATE FIRESTOPPING SYSTEM. RAILING TYPES SEE SHEET A406 FOR DETAILS HR-1: 36" HIGH ROUND STEEL PIPE HANDRAIL HR-2: 36" HIGH ROUND STEEL PIPE HANDRAIL W/ INTERMEDIATE RAIL GR-1: 42" STEEL BAR GUARD RAIL W/ INTERMEDIATE STEEL ROD RAILS & EXPANDED METAL MESH MM-1 BASE GR-2: 36" HIGH STEEL BAR GUARD RAIL W/ INTERMEDIATE STEEL ROD RAILS & EXPANDED METAL MESH MM-1 BASE GR-3: 36" HIGH STEEL BAR GUARD RAIL W/ INTERMEDIATE STEEL ROD RAILS & EXPANDED METAL MESH MM-1 BASE GR-4: 42" HIGH STEEL BAR GUARD RAIL W/ INTERMEDIATE STEEL ROD RAILS, EXPANDED METAL MESH MM-1 BASE & 10" ANGLED STEEL BAR TOP GR-5: 36" HIGH STEEL BAR GUARD RAIL W/ INTERMEDIATE STEEL ROD RAILS GR-6: 42" HIGH STEEL BAR GUARD RAIL W/ INTERMEDIATE STEEL ROD RAILS & 10" ANGLED STEEL BAR TOP GR-7: 36" HIGH STEEL BAR GUARD RAIL W/ INTERMEDIATE STEEL ROD RAILS A103 T.O. TIERED SEATING FLOOR PLAN 01/04/22 0'4'8'16'32' 1 12/ /21 SITE PLAN SUBMITTAL/2101/04/2202/18/222 3 3/25/2022 SITE PLAN RESUBMITTAL ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 SITE PLAN SUBMITTAL 2 11/01/21 TEMPORARY GRADING PLAN 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 /21 RE F DN DN A2 A301 A2 A301 A5 A310 R6 A300 R6 A300 R11 A301 R11 A301 H11 A301 H11 A301 A201T3 A201 M3 A201 F3 A201 A3 A6 A300 A6 A300 A22 A311 A16 A311 A9 A311 A24 A312 A12 A310 A18 A310 A24 A310 A17 A312 A8 A312 A1 A312 F F 7 8 H6 A300 H6 A300 D D A A 2 B BE E C C 3 6 4 5 1.3 6.6 4.8 3.6 2.4 B.4 B.4 11 9 9 SLOPED STRUCTURESLOPED STRUCTURE CR I C K E T I N S U L A T I O N CR I C K E T I N S U L A T I O N SLOPED STRUCTURESLOPED STRUCTURE CR I C K E T I N S U L A T I O N CR I C K E T I N S U L A T I O N -2' - 8 3/4" BELOW T.O. PRECAST -2' - 8 3/4" BELOW T.O. PRECAST 8.7 E.5 E.5 1.5 8.5 1.8 8.2 D.9 D.9 D.4 D.4 1.6 8.4 2.6 7.4 B.3 B.3 A.9 A.9 7.9 12'-1" 1'-1" SLOPED STRUCTURESLOPED STRUCTURE CR I C K E T I N S U L A T I O N CR I C K E T I N S U L A T I O N -2' - 8 3/4" BELOW T.O. PRECAST 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" R-1 R-5 R-5 R-2 A19 A322 2'-6" R2 A322 R11 A322 SL O P E D ST R U C T U R E SL O P E D ST R U C T U R E A2 A322 J2 A322 SLOPED INSULATIONA8 A321 A2 A321 R-5 SLOPED INSULATION SLOPED INSULATION SLOPED STRUCTURE SLOPED STRUCTURE SLOPED STRUCTURE R-4 CR I C K E T I N S U L A T I O N CR I C K E T I N S U L A T I O N CRICKET INSULATION CRICKET INSULATION SL O P E D IN S U L A T I O N SL O P E D IN S U L A T I O N SLOPED INSULATION SLOPED INSULATION SL O P E D IN S U L A T I O N SL O P E D IN S U L A T I O N SLOPED INSULATION (UNDER PAVERS) A202 A21 A202 A5 A202 G15 A202G24 A202 G9 A8 A321 SIM A8 A321 SIM 2' - 6" 2' - 6" 05 51.L1 05 51.L1 05 51.L1 A8 A321 A2 A321 07 72.B1 07 72.B1 23 73.A1 07 71.B4 07 71.B4 R-1 R-1 R-1 BALCONY ROOF DRAIN (UNDER PAVERS) R-3 05 51.L3 05 51.L3 A2 ROOF PLAN GENERAL NOTES 1. NOT ALL ROOF PENETRATIONS ARE SHOWN. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS. PROVIDE BOOTS, FLASHING AND OTHER ACCESSORIES REQUIRED TO PROVIDE A COMPLETE, WATERTIGHT WARRANTED SYSTEM REFER TO INDIVIDUAL DISCIPLINES. 2. COORDINATE SLOPED STRUCTURE AND TAPERED INSULATION WITH STRUCTURAL DRAWINGS. 3. SLOPE ALL TAPERED INSULATION AT 1/4" : 1'-0" UNLESS NOTED OTHERWISE. 4. SLOPE ALL CRICKETS AT 1/2" : 1'-0" PERPENDICULAR TO VALLEY LINES UNLESS NOTED OTHERWISE 5. PROTECT SECTIONS OF THE ROOF THAT HAVE ALREADY BEEN INSTALLED FROM DAMAGE. DO NOT USE THE ROOF FOR A STAGING AREA UNLESS ADEQUATE FACTORY, MUTUALLY APPROVED PROTECTION MEASURES ARE USED TO PROTECT THE ROOF. 6. COORDINATE LOCATION OF MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS. 7. ALL OVERFLOW DRAINS TO BE 2" ABOVE MAIN ROOF DRAIN INTAKE ELEVATION. 8. ALL WALLS WITH SOUND ATTENUATION BLANKETS ARE TO HAVE ACCOUSTICAL SEALANT AT TOP AND BOTTOM AND AT ALL WALL PENETRATIONS. ROOF TYPES R-1: MEMBRANE ROOFING (MUSIC VENUE) ROOF IS TO MEET STC 43 RATING: • SYSTEM ASSEMBLY (EXTERIOR TO INTERIOR) • TPO FULLY ADHERED ROOFING MEMBRANE • ¼” FIBER COVERBOARD • 2 LAYERS 5/8” DENSDECK • 6” POLY-ISO • 2 LAYERS 5/8”DENSDECK • COMPOSITE METAL ROOF DECK • SLOPED STEEL STRUCTURE R-2: MEMBRANE ROOFING (PREFUNCTION) • SYSTEM ASSEMBLY (EXTERIOR TO INTERIOR) • TPO FULLY ADHERED ROOFING MEMBRANE • ¼” FIBER COVERBOARD • 5” (R-30) POLYISO ROOFING INSULATION – TAPERED • COMPOSITE METAL ROOF DECK • SLOPED STEEL STRUCTURE R-3: VIP BALCONY • SYSTEM ASSEMBLY (EXTERIOR TO INTERIOR) • PRECAST CONCRETE TILE ON PEDESTAL SYSTEM • TPO FULLY ADHERED ROOFING MEMBRANE • ¼” FIBER COVERBOARD • 5” (R-30) POLYISO ROOFING INSULATION – TAPERED • COMPOSITE METAL ROOF DECK WITH CONCRETE • STEEL STRUCTURE / 6” METAL STUD FRAMING • METAL PANEL FASCIA (AND WEATHER BARRIER ON MANUFACTURER PROVIDED SUPPORT STRUCTURE • DIRECT APPLIED EXTERIOR FINISH SOFFIT R-4: MEMBRANE ROOFING (DOCK) • SYSTEM ASSEMBLY (EXTERIOR TO INTERIOR) • TPO FULLY ADHERED ROOFING MEMBRANE • 1/2” FIBER COVERBOARD • COMPOSITE METAL ROOF DECK • SLOPED STEEL STRUCTURE R-5: MEMBRANE ROOFING (MECH WELLS) • SYSTEM ASSEMBLY (EXTERIOR TO INTERIOR) • TPO FULLY ADHERED ROOFING MEMBRANE • ¼” FIBER COVERBOARD • 5” (R-30) POLYISO ROOFING INSULATION – TAPERED • COMPOSITE METAL ROOF DECK • FLAT STEEL STRUCTURE KEYNOTE LEGEND 05 51.L1 PRE-FABRICATED ALUMINUM ACCESS LADDER 05 51.L3 PRE-FABRICATED BALLASTED ALUMINUM ACCESS STAIR OVER MECHANICAL DUCTWORK 07 71.B4 PROVIDE HEMMED BRAKE METAL TRIM AT PRECAST HEIGHT TRANSITIONS TO OBSCURE ROOFING TERMINATION BAR, TYP. 07 72.B1 ROOFING WALKWAY PAD, TYP. 23 73.A1 ROOF TOP EQUIPMENT - SEE MECHANICAL ACCESSORIES LEGEND A104 ROOF PLAN 01/04/22 0'4'8'16'32' 1 12/ /21 SITE PLAN SUBMITTAL/2101/04/2202/18/222 3 3/25/2022 SITE PLAN RESUBMITTAL ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 SITE PLAN SUBMITTAL 2 11/01/21 TEMPORARY GRADING PLAN 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 /21 A200 BUILDING AXONS 01/04/22 12" INSULATED EXTERIOR BLACK PRECAST (4-4-4) REFER TO PRECAST DRAWINGS 13" INSULATED EXTERIOR WHITE PRECAST (5-4-4) REFER TO PRECAST DRAWINGS STOREFRONT OPENING W/ TRANSACTION WINDOW R-1 R-2 CUSTOM PAINTED STEEL GUARDRAIL, HPC DIRECT APPLIED EXTERIOR FINISH SOFFIT R-3 CONCRETE PAVER ON PEDESTAL SYSTEM R-5 IN MECHANICAL WELLS LAMB'S TONGUE -SEE PLUMBING LAMB'S TONGUE -SEE PLUMBING LIGHTING @ PRECAST REVEAL -SEE ELECTRICAL PRE-FABRICATED ALUMINUM ACCESS LADDER STEEL REINFORCED EXTERIOR STOREFRONT PREFINISHED METAL COPING CURTAIN WALL @ STAIR 12" INSULATED EXTERIOR BLACK PRECAST (4-4-4) REFER TO PRECAST DRAWINGS SITE CAST CONCRETE WALL, STAIN TO MATCH PRECAST EXTERIOR STOREFRONT SITE CAST CONCRETE DOCK SITE CAST COONCRETE SITE WALL, STAIN TO MATCH PRECAST GALV. PAINTED HANDRAIL STC RATED OVERSIZED "ELEPHANT" DOOR STC RATED HOLLOW METAL EXIT DOORS, HPC R-1 R-2 R-5 IN MECHANICAL WELLS LAMB'S TONGUE -SEE PLUMBING LIGHTING @ PRECAST REVEAL -SEE ELECTRICAL GALV. PAINTED HANDRAIL 13" INSULATED EXTERIOR WHITE PRECAST (4-4-5) REFER TO PRECAST DRAWINGS PRE-FABRICATED METAL ACCESS LADDER LAMB'S TONGUE -SEE PLUMBING 10 GA. BENT STEEL PLATE SCREEN WALL, HPC COLOR TO MATCH METAL PANEL FASCIA M1 SOUTHEAST EXTERIOR AXON A1 NORTHWEST EXTERIOR AXON 1 12/ /21 SITE PLAN SUBMITTAL/2101/04/2202/18/222 3 3/25/2022 SITE PLAN RESUBMITTAL ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 SITE PLAN SUBMITTAL 2 11/01/21 TEMPORARY GRADING PLAN 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 /21 LEVEL 1 0' -0" LEVEL 2 17' -0" T.O. PRECAST 46' -0" SIGNAGE BY OWNER, TBD 13" INSULATED EXTERIOR WHITE PRECAST (5-4-4) REFER TO PRECAST DRAWINGS STC RATED EXTERIOR HM ROOF ACCESS DOOR 12" INSULATED EXTERIOR BLACK PRECAST (4-4-4) REFER TO PRECAST DRAWINGS STOREFRONT OPENING W/ TRANSACTION WINDOW SF-8 SF-9 SF-9 SF-9 SF-8 SF-9 SF-10SF-11SF-12SF-13SF-14SF-15 SF-8 SF-7 SF-7 CUSTOM STEEL GUARDRAIL, HPC RECESSED SCROLLING DIGITAL DISPLAY MESSAGE UNIT LEVEL 1 0' -0" LEVEL 2 17' -0" T.O. PRECAST 46' -0" SITE CAST CONCRETE WALL, STAIN TO MATCH PRECAST CAST-IN-PLACE CONCRETE LOADING DOCK WALL MOUNTED GALV. PAINTED HANDRAIL CURTAIN WALL EXTERIOR STOREFRONT INSULATED EXTERIOR WHITE PRECAST (5-4-4) REFER TO PRECAST DRAWINGS 12" INSULATED EXTERIOR BLACK PRECAST (4-4-4) REFER TO PRECAST DRAWINGS LAMB'S TONGUE -SEE PLUMBING PRE-FABRICATED ALUMINUM ACCESS LADDER LAMB'S TONGUE - SEE PLUMBING EQ EQ LAMB'S TONGUE - SEE PLUMBING CW-2 SF-6 SF-5 LEVEL 1 0' -0" LEVEL 2 17' -0" T.O. PRECAST 46' -0" STEEL REINFORCED EXTERIOR STOREFRONT CUSTOM STEEL GUARDRAIL, HPC SITE CAST CONCRETE WALL, STAIN TO MATCH PRECAST CAST-IN-PLACE CONCRETE LOADING DOCK WALL MOUNTED GALV. PAINTED HANDRAIL 40' - 0" T.O. PRECAST 13" INSULATED EXTERIOR WHITE PRECAST (5-4-4) REFER TO PRECAST DRAWINGS 12" INSULATED EXTERIOR BLACK PRECAST (4-4-4) REFER TO PRECAST DRAWINGS ACCENT LIGHTING IN SELECT VERTICAL REVEALS, LIGHTING LOCATIONS DESIGNATED W/ GRAY FILL LAMB'S TONGUE -SEE PLUMBING PRE-FABRICATED ALUMINUM ACCESS LADDER LAMB'S TONGUE -SEE PLUMBING 47'-6" T.O. PRECAST EQ EQ EQ EQ SF-1 SF-1CW-1 RECESSED SCROLLING DIGITAL DISPLAY MESSAGE UNIT LEVEL 1 0' -0" LEVEL 2 17' -0" T.O. PRECAST 46' -0" EXTERIOR STOREFRONT SITE CAST CONCRETE WALL, STAIN TO MATCH PRECAST SITE CAST CONCRETE WALL, STAIN TO MATCH PRECAST CAST-IN-PLACE CONCRETE LOADING DOCK 12" INSULATED EXTERIOR BLACK PRECAST (4-4-4) REFER TO PRECAST DRAWINGS ACCENT LIGHTING IN SELECT VERTICAL REVEALS, LIGHTING LOCATIONS DESIGNATED W/ GRAY FILL EXPOSED STEEL DOCK CANOPY. STRUCTURE SLOPED TO PROVIDE POSITIVE DRAINAGE. GALV. & HPC PRE-FABRICATED ALUMINUM ACCESS LADDER SF-3SF-4 10 GA. BENT STEEL PLATE SCREEN WALL, HPC COLOR TO MATCH METAL PANEL FASCIA T3 EXTERIOR ELEVATION - EAST M3 EXTERIOR ELEVATION - NORTH F3 EXTERIOR ELEVATION - SOUTH A3 EXTERIOR ELEVATION - WEST INTEGRAL COLOR WHITE PRECAST - ACID ETCH INTEGRAL COLOR WHITE PRECAST - FORMLINER W/ ACID ETCH INTEGRAL COLOR DARK PRECAST - ACID ETCH PROFILED METAL PANEL & WINDOW SYSTEM - DARK BRONZE A201 EXTERIOR ELEVATIONS 01/04/22 0'4'8'16'32' 1 12/ /21 SITE PLAN SUBMITTAL/2101/04/2202/18/222 3 3/25/2022 SITE PLAN RESUBMITTAL ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 SITE PLAN SUBMITTAL 2 11/01/21 TEMPORARY GRADING PLAN 3 12/22/21 SITE PLAN SUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 /21 LEVEL 1 0' -0" LEVEL 2 17' -0" PERFORMANCE PLATFORM 5' -0" A8 A312 5 A10 A330 2' - 0 1/4" 4" 1' - 11 1/2" 2" 1' - 3" 4" 3' - 0 1/8" 4" 3' - 0 1/4" 4" 2' - 8" 4" 2' - 3" 2" 3' - 2" 2" 2' - 6 1/8" 1' - 4 7/8" 4" 3' - 1 1/4" 2" 1' - 3" 4" 2' - 0 3/8" 4" 4' - 1 3/8" 4" 1' - 5 3/4" 4" 1' - 9 5/8" 2" 4' - 8 1/8" 2" 1' - 11 3/4" 8'-0"16'-0" 16'-1" METAL PANEL 2" PRE-FINISHED BRAKE METAL COPING 10 GA. BENT STEEL PLATE SCREEN WALL, HPC COLOR TO MATCH METAL PANEL FASCIA 6" CONCRETE FILLED PIPE BOLLARD, HPC AS REQUIRED METAL PANEL SEAM LEVEL 1 0' -0" LEVEL 2 17' -0" PERFORMANCE PLATFORM 5' -0" A19 A322 A10 A330 DOCK BUMPER AS SPECIFIED 1'-2"8'-6"8'-6"8'-6"8'-6" 3'-0"4'-0"4'-0"4'-0"4'-0"4'-0"3'-0" 6" CONCRETE FILLED PIPE BOLLARD, HPC PROFILED METAL PANEL SYSTEM 10 GA. BENT STEEL PLATE SCREEN WALL, HPC COLOR TO MATCH METAL PANEL FASCIA CAST-IN-PLACE CONCRETE WALL, SEE STRUCT. LEVEL 1 0' -0" LEVEL 2 17' -0" PERFORMANCE PLATFORM 5' -0" 1'-2"8'-6"8'-6"8'-6"8'-6" 3'-0" 4'-0"4'-0"4'-0"4'-0"4'-0" 3'-0" DOCK BUMPER AS SPECIFIED A19 A322 A10 A330 10 GA. BENT STEEL PLATE SCREEN WALL, HPC COLOR TO MATCH METAL PANEL FASCIA PROFILED METAL PANEL SYSTEM PRE-FINISHED BRAKE METAL COPING CAST-IN-PLACE CONCRETE WALL, SEE STRUCT. 1-1/2" DIA. GALV. PAINTED HANDRAIL LEVEL 2 17' -0" F24 A330 A24 A330 M24 A330 S24 A330 3'-2 1/4" 3'-2 1/4" 3'-2" M10 A330 ALUMINUM COLUMN ENCLOSURE, FINISH TO MATCH PROFILED METAL PANEL SYSTEM RECESSED SCROLLING DIGITAL DISPLAY MESSAGE UNIT PROFILED METAL PANEL SYSTEM WELDED STEEL GUARDRAIL FRAME W/ CABLE INFILL, WELDED TO T.O. STEEL TUBE, GALV & HPC 1/4" STAINLESS STEEL CABLE RAILING ASSEMBLY LEVEL 2 17' -0" 3'-5 3/4" 3'-8 1/4" 3'-8 1/4" 3'-8 1/4" 3'-8 1/4" 3'-8 1/4" 3'-8 1/4" 3'-8 1/4" 3'-8 1/4" 3'-6 1/4" A2 A320 M24 A330 A24 A330 M17 A330 F17 A330 M10 A330 M10 A330 SIM 1/4" STAINLESS STEEL CABLE RAILING ASSEMBLY WELDED STEEL GUARDRAIL FRAME W/ CABLE INFILL, WELDED TO T.O. STEEL TUBE, GALV & HPC PROFILED METAL PANEL SYSTEM RECESSED SCROLLING DIGITAL DISPLAY MESSAGE UNIT ALUMINUM COLUMN ENCLOSURE, FINISH TO MATCH PROFILED METAL PANEL SYSTEM S10 A330 TYP. LEVEL 2 17' -0" A17 A330 M17 A330 S17 A330 F17 A330 2'-9 1/2" 2'-9 1/2" M10 A330 SIM/OPP RECESSED SCROLLING DIGITAL DISPLAY MESSAGE UNIT PROFILED METAL PANEL SYSTEM 1/4" STAINLESS STEEL CABLE RAILING ASSEMBLY WELDED STEEL GUARDRAIL FRAME W/ CABLE INFILL, WELDED TO T.O. STEEL TUBE, GALV & HPC ALUMINUM COLUMN ENCLOSURE, FINISH TO MATCH PROFILED METAL PANEL SYSTEM A14 ENLARGED ELEVATION - DOCK SCREEN WALL - WESTA5ENLARGED ELEVATION - DOCK CANOPY - NORTH A21 ENLARGED ELEVATION - DOCK CANOPY - SOUTH G24 ENLARGED ELEVATION - VIP BALCONY GUARDRAIL - EASTG15ENLARGED ELEVATION - VIP BALCONY GUARDRAIL - SOUTHG9ENLARGED ELEVATION - VIP BALCONY GUARDRAIL - WEST 8" 8'-0" ABOVE GRADE 8 1/4"9'-11 3/4" 10'-8" NOTE:ALL EXPOSED FACES TO BE CF-1 C.0 FINISH GRADE SEE CIVIL 1/2" PRECAST JOINT, TYP. BACKER ROD & SEALANT, ALL EXPOSED SIDES Q14 A215 8'-10"8'-10"8'-10"8'-10" 8'-0" ABOVE GRADE NOTE:ALL EXPOSED FACES TO BE CF-1 C.0 C.0 C.0 C.0 FINISH GRADE SEE CIVIL 1/2" PRECAST JOINT, TYP. BACKER ROD & SEALANT, ALL EXPOSED SIDES Q14 A215 8'-10"8'-10"8'-10"8'-10" 10'-0" 10'-0" C.0C.0C.0C.0 C. 0 C. 0 CONCRETE FILLED PIPE BOLLARD, SEE LANDSCAPE GATE ENCLOSURE, SEE LANDSCAPE 10'-8" PROVIDE CORNER REINFORCING FOR GATE HINGE AS REQUIRED, REFER TO LANDSCAPE DRAWINGS 10'-8" 1/2" PRECAST JOINT, TYP. BACKER ROD & SEALANT, ALL EXPOSED SIDES 4" 8' - 0" T.O. PRECAST PREFINISHED METAL COPING W/ CONTINUOUS CLIPS ON TREATED WOOD BLOCKING 1/2" CHAMFER, TYP. V14 PRECAST ELEVATION - ENCLOSURE EASTV5PRECAST ELEVATION - ENCLOSURE SOUTH Q5 PRECAST ENCLOSURE Q14 SECTION DETAIL - ENCLOSURE COPING 23 S201 ------------------------------------------------------------------------------------------------------------------- TYP.3' - 0 " T Y P . 1' - 2 " T Y P . 10 ' - 8 " 10 ' - 8 " 35' - 4" NORTH B TRASH ENCLOSURE PLAN SEE CIVIL T/ PAVEMENT 8" 3' - 6 " SEE PLAN PAVEMENT, SEE CIVIL EXPANSION MATERIAL PRECAST FRAMING BY CONTRACTOR, SEE PLAN EMBED PLATES, BY CONTRACTOR MIN. (2) PER PANEL OUT-OF-PLANE SHEAR: 200 PLF MOMENT: 1 KIP-FT/FT SHIMS, BY CONTRACTOR CONTRACTOR TO PROVIDE CONT. GROUT BETWEEN FTG. & PANEL (6) #5, CONT. (3T + 3B) #3 TIE @ 4'-0" O.C. 1' - 0" 23 TRASH ENCLOSURE FOUNDATION DETAIL A202 ENLARGED EXTERIOR ELEVATIONS 01/04/22 0'4'8'16'32' N.T.S. N.T.S. 1 12/ /21 SITE PLAN SUBMITTAL/2101/04/2202/18/222 3 3/25/2022 SITE PLAN RESUBMITTAL FFE: 1044.97 SA N SA N SA N ST ST ST W ST S T ST ST ST ST ST S T ST ST W W ST W W W W W EX I S T I N G B I K E T R A I L SA N SA N S T STS T S T ST ST ST ST ST ST S T W SAN SA N EX. 20.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 ST ST ST ST S ST S ST ST ST ST S ST S TR ST TR S S FIBER VAULT FIBER VAULT FIBER VAULT ST GAS VALVE TRAFFIC MANHOLE TRAFFIC MANHOLE EX. SURFACE WATER FLOWAGE & STORM SEWER EASEMENT BK. 2018 PG. 14402 TO BE ABANDONED EX. 15.00' P.U.E. BK.2013 PG.10387 EX. 25.00' LANDSCAPE BUFFER EASEMENT BK.2017 PG.3256 EX. 35.00' SANITARY SEWER EASEMENT BK. 2018 PG. 14402 EX. 20.00' SANITARY SEWER EASEMENT BK. 2018 PG. 14402 EX. 20.00' SANITARY SEWER EASEMENT BK. 2018 PG. 14402 EASEMENT TO BE ABANDONED S81°52'52"E 30.00' C1 9 7.00 AC. 304,866 S.F. 15 3.43 AC. 149,555 S.F. 1 1.54 AC. 67,100 S.F. 2 3.07 AC. 133,896 S.F. 4 0.59 AC. 25,783 S.F. 71.10 AC. 47,717 S.F. 60.36 AC. 15,741 S.F. 5 S. E . E S K E R R I D G E D R I V E S.E . P A R K V I E W C R O S S I N G D R . SANITARY SERVICE SAN. MH RIM =1036.24 SAN. MH RIM =1043.49 SAN. MH RIM =1042.22 SAN. MH RIM =1040.06 SAN. MH RIM =1036.27 SAN. MH RIM =1041.48 ADJUST RIM TO GRADE ADJUST RIM TO GRADE REPLACE CASTING W/ SW 601 TYPE B ADJUST TO GRADE SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1035.00 +/- INV W = 1026.90 INV N = 1027.15 6" SAN SERVICE 6" SAN SERVICE 6" SAN SERVICE 6" SAN SERVICE 190 LF. 8" SANITARY SEWER @ 0.50% 255 LF. 8" SANITARY SEWER @ 1.00% SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1037.00 +/- INV = 1029.70 S24°43'12"W 6.25' N65°16'48"W 30.00' 90 . 5 1 ' 6 8 . 4 3 ' SW 303 MH W/ SW 601 TYPE B CASTING RIM = 1032.99 +/- INV (N&S) =1023.22 INV (E) =1023.75 SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1034.20 +/- INV (W) =1025.85 INV (E) =1025.95 350 L.F. 8" SANITARY SEWER @ 0.60% 6" SAN. SERV INV=1029.00 6" SAN. SERV 6" SAN. SERV 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 6" SAN. SERV GR A N D P R A I R I E P A R K W A Y R15 0 . 0 0 ' R 1 5 0 . 0 0 ' R 1 5 0 . 0 0 ' R15 0 . 0 0 ' R1 5 0 . 0 0 ' R1 5 0 . 0 0 ' R15 0 . 0 0 ' R 1 5 0 . 0 0 ' R150 . 0 0 ' R1 5 0 . 0 0 ' 10.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. 6" SAN SERVICE GREASE INTERCEPTORS 1.75 AC. 76,273 S.F. 3 0.30 AC. 12,946 S.F. OUTLOT 'Y' 10.00' 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE R150 . 0 0 ' 70. 0 0 ' 31. 0 0 ' 70. 0 0 ' 31.0 0 ' 175.00' 110.00' 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" WATER SERVICE 6" WATER CC1 CC2 CC3 CC22 CC4 CC24 CC6 CC23 CC14 CC5 CC8 CC7 CC9 CC10 5.00' GAS 5.00' GAS ABANDON EXISTING SANITARY SERVICE AT THE MAIN. ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 SANITARY SEWER & WATER MAIN C100 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 1/04/22 SITE PLAN SUBMITTAL 2 2/15/2022 SITE PLAN RESUBMITTAL 3 3/25/2022 SITE PLAN RESUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 MANHOLE W8" 8" ST 18" SAN LEGEND EXISTING/PROPOSED WATER MAIN & SIZE FIRE HYDRANT STORM INTAKE PLAT BOUNDARY STORM SEWER & SIZE SANITARY SEWER & SIZE VALVE 990 X XX X 990 PROPOSED CONTOURS SILT FENCE OR EXISTING CONTOURS F.E.S. APPROVED FILTRATION SOCK CRITICAL CROSSING CC1 BOTTOM 24" RCP = 1026.71 TOP OF WATER = 1025.21 CC2 BOTTOM 8" SANITARY = 1024.24 TOP OF WATER = 1022.74 CC3 BOTTOM 24" RCP = 1026.85 TOP OF WATER = 1025.35 CC4 TOP OF 8 SANITARY = 1027.49 BOTTOM 24" RCP = 1030.48 CC5 BOTTOM 8" SANITARY = 1027.17 TOP OF WATER = 1025.67 CC6 BOTTOM 12" RCP = 1031.16 TOP 8" SANITARY = 1028.91 CC7 BOTTOM 12" RCP = 1034.17 TOP OF WATER = 1032.67 CC8 BOTTOM 12" RCP = 1033.93 TOP OF WATER = 1032.43 CC9 BOTTOM 12" RCP = 1031.29 TOP OF WATER = 1029.79 CC10 BOTTOM 12" RCP = 1036.76 TOP OF WATER = 1035.26 CC11 BOTTOM 24" RCP = 1024.75 TOP OF WATER = 1023.25 CC12 BOTTOM 18" RCP = 1027.04 TOP OF WATER = 1025.54 CC13 BOTTOM 15" RCP = 1027.71 TOP OF WATER = 1026.21 CC14 BOTTOM 12" RCP = 1031.63 TOP OF WATER = 1029.13 CC15 BOTTOM 27" RCP = 1023.26 TOP OF WATER = 1021.40 CC16 BOTTOM 27" RCP = 1023.28 TOP OF 8" SANITARY = 1017.43 CC17 BOTTOM 12" RCP = 1023.60 TOP OF WATER = 1022.10 CC18 TOP OF 8" SANITARY = 1020.59 BOTTOM 8" WATER = 1023.55 CC19 BOTTOM 21" RCP = 1024.29 TOP 8" SANITARY = 1020.87 CC20 BOTTOM 15" RCP = 1024.69 TOP OF WATER = 1023.19 CC21 TOP 8" SANITARY = 1016.30 BOTTOM OF WATER = 1020.66 CC22 BOTTOM 24" RCP = 1026.75 TOP 8" SANITARY = 1024.93 CC23 BOTTOM 12" RCP = 1031.22 TOP OF WATER = 1029.46 CC24 BOTTOM 24" RCP = 1030.39 TOP OF WATER = 1028.89 T ST ST S T SA N SA N SA N SAN SAN SAN SA N ST ST ST ST ST ST ST ST ST W W W SA N W W ST ST ST ST ST ST ST W W W W W EX I S T I N G B I K E T R A I L EX I S T I N G B I K E T R A I L SA N SAN ST ST ST ST ST ST ST ST ST SAN SAN EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 50.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 65.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 SST S ST ST ST S ST ST S S S S S TR TR S S TRAFFIC MANHOLETRAFFIC MANHOLECONTROL VAULT FIBER VAULT FIBER VAULT FIBER VAULT TRAFFIC MANHOLE TRAFFIC MANHOLE TRAFFIC CONTROL BOX TRAFFIC CONTROL BOX POWER POLE PHONE RISER TRAFFIC MANHOLE TRAFFIC MANHOLE STANDPIPE GAS VALVE GAS VALVE 100 YR. FLOOD ELEV. =1026.15 OVERFLOW ELEV. =1029.10 100 YR. FLOOD ELEV. =1025.70 OVERFLOW ELEV. =1027.60 TEMPORARY STORM SEWER & DETENTION EASEMENT BK. 2018 PG. 14402 TO BE ABANDONED EX. SURFACE WATER FLOWAGE & STORM SEWER EASEMENT BK. 2018 PG. 14402 TO BE ABANDONED EX. 15.00' P.U.E. BK.2013 PG.10387 EX. 15.00' P.U.E. BK.2013 PG.10387 EX. 25.00' LANDSCAPE BUFFER EASEMENT BK.2017 PG.3256 EX. 35.00' SANITARY SEWER EASEMENT BK. 2018 PG. 14402 N89°10'02"W 221.55' S87°29'05"W 512.90' N0 2 ° 2 8 ' 3 0 " E 46 . 3 4 ' N84°36'25"E 492.84 ' N31°26'57"E 47.90' N84°01'00"E 25.19' S31°26'57"W 48.23'N84°36'25"E 225.40 ' C21 EX. 20.00' SANITARY SEWER EASEMENT BK. 2018 PG. 14402 EASEMENT TO BE ABANDONED EX. 20.00' SANITARY SEWER EASEMENT BK. 2018 PG. 14402 EASEMENT TO BE ABANDONED S81°20'49"E 30.00' S81°52'52"E 30.00' C2 0 SURFACE WATER FLOWAGE EASEMENT 7.00 AC. 304,866 S.F. 15 0.59 AC. 25,783 S.F. 71.10 AC. 47,717 S.F. 60.36 AC. 15,741 S.F. 5 2.25 AC. 98,149 S.F. 10 0.98 AC. 42,714 S.F. 9 0.93 AC. 40,401 S.F. 8 0.98 AC. 42,549 S.F. 13 0.35 AC. 15,319 S.F. OUTLOT 'Z' 0.93 AC. 40,362 S.F. 14 2.15 AC. 93,508 S.F. 12 3.79 AC. 165,095 S.F. 11 GR A N D P R A I R I E PA R K W A Y SE ASHWORTH R O A D S06°00'56"E 59.82' N83°59'04"E 333.3 5 ' SANITARY SERVICE ABANDON AT THE MAIN SANITARY SERVICE SAN. MH RIM =1027.93 SAN. MH RIM =1027.07 SAN. MH RIM =1027.97 SAN. MH RIM =1027.84 SAN. MH RIM =1029.41 SAN. MH RIM =1030.81 SAN. MH RIM =1036.24 SAN. MH RIM =1028.33 SAN. MH RIM =1030.03 SAN. MH RIM =1036.27 EXISTING MH INSTALL EXTERNAL DROP CONNECTION INV N=1015.55 INV DROP =999.00 INV E =997.15 ADJUST RIM TO GRADE 165 LF. 8" SANITARY SEWER @ 3.00% SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1027.81 +/- INV S = 1020.50 INV N = 1020.75 175 LF. 8" SANITARY SEWER @ 1.00% SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1030.06 +/- INV SE = 1020.75 INV N = 1021.00 210 LF. 8" SANITARY SEWER 2.80% EXISTING MH INV SW = 1014.40 MAKE CONNECTION @ ELEVATION 1014.87 ADJUST RIM TO GRADE 6" SAN SERVICE 6" SAN SERVICE 6" SAN SERVICE REPLACE CASTING W/ SW 601 TYPE B ADJUST TO GRADE REPLACE CASTING W/ SW 601 TYPE B ADJUST TO GRADE REPLACE CASTING W/ SW 601 TYPE B ADJUST TO GRADE ADJUST RIM TO GRADE 6" SAN SERVICE 155 LF. 8" SANITARY SEWER @ 1.00% SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1032.03 +/- INV = 1022.55 REPLACE CASTING W/ SW 601 TYPE B ADJUST TO GRADE SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1032.04 +/- INV = 1022.50 SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1035.00 +/- INV W = 1026.90 INV N = 1027.15 6" SAN SERVICE 6" SAN SERVICE 190 LF. 8" SANITARY SEWER @ 0.50% 255 LF. 8" SANITARY SEWER @ 1.00% CASTING RIM = 1037.00 +/- INV = 1029.70 SW 303 MH W/ SW 601 TYPE B CASTING RIM = 1032.99 +/- INV (N&S) =1023.22 INV (E) =1023.75 SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1034.20 +/- INV (W) =1025.85 INV (E) =1025.95 350 L.F. 8" SANITARY SEWER @ 0.60% 6" SAN. SERV INV=1027.86 6" SAN. SERV INV=1029.00 6" SAN. SERV 6" SAN. SERV 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 6" SAN. SERV 6" SAN. SERV INV=1028.30 OW N E R : TH E Q U A R T E R A T W A U K E E , L L C 401 1 A V E N U E O F T H E C I T I E S , S U I T E 1 0 1 B MO L I N E , I L 6 1 2 6 5 ZO N E D K - R C S.E . P A R K V I E W C R O S S I N G D R . R15 0 . 0 0 ' R 1 5 0 . 0 0 ' R150 . 0 0 ' R1 5 0 . 0 0 ' R 1 5 0 . 0 0 ' R15 0 . 0 0 ' R 1 5 0 . 0 0 ' R150. 0 0 ' R150. 0 0 ' R 1 5 0 . 0 0 ' R 1 5 0 . 0 0 ' 15.00' P.U.E. 15.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. 6" SAN SERVICE 6" SAN SERVICE 6" SAN SERVICE 6" SAN SERVICE GREASE INTERCEPTORS 1.75 AC. 76,273 S.F. 0.30 AC. 12,946 S.F. OUTLOT 'Y' 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE R150 . 0 0 ' 175.00' 110.00' 1 2 0 . 0 0 ' 70.00' 37.00' 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" W A T E R SER V I C E W / TE M P . B L O W O F F HY D . 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. CC1 CC2 CC3 CC22 CC4 CC24 CC6 CC23 CC14 CC11 CC12 CC13 CC15 CC16 CC17 CC18 CC19 CC20 CC5 CC9 CC21 12.50' 7.50' 12 . 5 0 ' 5.00' LOWER APPROXIMATELY 300LF OF 16" WATER MAIN AT THE DIRECTION OF THE CITY OF WAUKEE. THE CITY WILL REIMBURSE THE PROJECT OWNER FOR THIS EXPENSE. 5.00' GAS 5.00' GAS 5.00' GAS 5.00' GAS5.00' GAS ABANDON EXISTING SANITARY SERVICE AT THE MAIN. ABANDON EXISTING SANITARY SERVICE AT THE MAIN. ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 SANITARY SEWER & WATER MAIN C101 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 1/04/22 SITE PLAN SUBMITTAL 2 2/15/2022 SITE PLAN RESUBMITTAL 3 3/25/2022 SITE PLAN RESUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 MANHOLE W8" 8" ST 18" SAN LEGEND EXISTING/PROPOSED WATER MAIN & SIZE FIRE HYDRANT STORM INTAKE PLAT BOUNDARY STORM SEWER & SIZE SANITARY SEWER & SIZE VALVE 990 X XX X 990 PROPOSED CONTOURS SILT FENCE OR EXISTING CONTOURS F.E.S. APPROVED FILTRATION SOCK CRITICAL CROSSING CC1 BOTTOM 24" RCP = 1026.71 TOP OF WATER = 1025.21 CC2 BOTTOM 8" SANITARY = 1024.24 TOP OF WATER = 1022.74 CC3 BOTTOM 24" RCP = 1026.85 TOP OF WATER = 1025.35 CC4 TOP OF 8 SANITARY = 1027.49 BOTTOM 24" RCP = 1030.48 CC5 BOTTOM 8" SANITARY = 1027.17 TOP OF WATER = 1025.67 CC6 BOTTOM 12" RCP = 1031.16 TOP 8" SANITARY = 1028.91 CC7 BOTTOM 12" RCP = 1034.17 TOP OF WATER = 1032.67 CC8 BOTTOM 12" RCP = 1033.93 TOP OF WATER = 1032.43 CC9 BOTTOM 12" RCP = 1031.29 TOP OF WATER = 1029.79 CC10 BOTTOM 12" RCP = 1036.76 TOP OF WATER = 1035.26 CC11 BOTTOM 24" RCP = 1024.75 TOP OF WATER = 1023.25 CC12 BOTTOM 18" RCP = 1027.04 TOP OF WATER = 1025.54 CC13 BOTTOM 15" RCP = 1027.71 TOP OF WATER = 1026.21 CC14 BOTTOM 12" RCP = 1031.63 TOP OF WATER = 1029.13 CC15 BOTTOM 27" RCP = 1023.26 TOP OF WATER = 1021.40 CC16 BOTTOM 27" RCP = 1023.28 TOP OF 8" SANITARY = 1017.43 CC17 BOTTOM 12" RCP = 1023.60 TOP OF WATER = 1022.10 CC18 TOP OF 8" SANITARY = 1020.59 BOTTOM 8" WATER = 1023.55 CC19 BOTTOM 21" RCP = 1024.29 TOP 8" SANITARY = 1020.87 CC20 BOTTOM 15" RCP = 1024.69 TOP OF WATER = 1023.19 CC21 TOP 8" SANITARY = 1016.30 BOTTOM OF WATER = 1020.66 CC22 BOTTOM 24" RCP = 1026.75 TOP 8" SANITARY = 1024.93 CC23 BOTTOM 12" RCP = 1031.22 TOP OF WATER = 1029.46 CC24 BOTTOM 24" RCP = 1030.39 TOP OF WATER = 1028.89 FFE: 1044.97 SA N SA N SA N ST ST ST W ST S T ST ST ST ST ST S T ST ST W W ST W W W W W EX I S T I N G B I K E T R A I L SA N SA N S T STS T S T ST ST ST ST ST ST S T W SAN SA N EX. 20.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 ST ST ST ST S ST S ST ST ST ST S ST S TR ST TR S S FIBER VAULT FIBER VAULT FIBER VAULT ST GAS VALVE TRAFFIC MANHOLE TRAFFIC MANHOLE EX. SURFACE WATER FLOWAGE & STORM SEWER EASEMENT BK. 2018 PG. 14402 TO BE ABANDONED EX. 15.00' P.U.E. BK.2013 PG.10387 EX. 25.00' LANDSCAPE BUFFER EASEMENT BK.2017 PG.3256 EX. 35.00' SANITARY SEWER EASEMENT BK. 2018 PG. 14402 EX. 20.00' SANITARY SEWER EASEMENT BK. 2018 PG. 14402 EX. 20.00' SANITARY SEWER EASEMENT BK. 2018 PG. 14402 EASEMENT TO BE ABANDONED S81°52'52"E 30.00' C1 9 7.00 AC. 304,866 S.F. 15 3.43 AC. 149,555 S.F. 1 1.54 AC. 67,100 S.F. 2 3.07 AC. 133,896 S.F. 4 0.59 AC. 25,783 S.F. 71.10 AC. 47,717 S.F. 60.36 AC. 15,741 S.F. 5 S. E . E S K E R R I D G E D R I V E S.E . P A R K V I E W C R O S S I N G D R . SANITARY SERVICE SAN. MH RIM =1036.24 SAN. MH RIM =1043.49 SAN. MH RIM =1042.22 SAN. MH RIM =1040.06 SAN. MH RIM =1036.27 SAN. MH RIM =1041.48 115 LF 12" RCP @ 3.00% 90 LF 12" RCP @ 0.40% 105 LF 24" RCP @ 1.00% 130 LF 24" RCP @ 0.60% 90 LF 24" RCP @ 0.44% 38 LF 12" RCP @ 0.40% 165 LF 18" RCP @ 0.80% 120 LF 18" RCP @ 0.69% 120 LF 12" RCP @ 0.80% 35 LF 12" RCP @ 1.00% 47 LF 12" RCP @ 1.00% 55 LF 12" RCP @ 2.00% 266 LF 12" RCP @ 1.40% 93 LF 15" RCP @ 1.00% 99 LF 21" RCP @ 1.00% 120 LF 24" RCP @ 1.00% 99 LF 21" RCP @ 1.00% 80 LF 24" RCP @ 1.00% 85 LF 12" RCP @ 1.00% 183 LF 12" RCP @ 1.00% 62 LF 18" RCP @ 1.00% 184 LF 12" RCP @ 1.00% SW 501 INTAKE # 32 W/ TYPE R CASTING GR. = 1036.54 INV =1032.45 SW 501 INTAKE # 8 W/ TYPE R CASTING GR. = 1034.80 INV SW =1030.81 INV N = 1030.91 SW 501 INTAKE # 8B W/ TYPE R CASTING GR. = 1036.01 INV =1031.42 SW 501 INTAKE # 7 W/ TYPE Q CASTING RIM - 1033.69 SW 501 INTAKE # 9 W/ TYPE Q CASTING GR. = 1036.53 INV S =1032.59 INV N = 1032.69 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 # 11 W/ TYPE R CASTING GR. = 1038.95 INV W =1034.86 INV N = 1034.95 SW 501 INTAKE # 12 W/ TYPE R CASTING GR. = 1039.98 INV S =1035.30 INV NW = 1035.40 SW 501 INTAKE # 13 W/ TYPE R CASTING GR. = 1040.80 INV =1035.87 SW 501 INTAKE # 10 A W/ TYPE Q CASTING GR. = 1040.60 INV =1035.10 SW 501 INTAKE # 19 W/ TYPE R CASTING GR. = 1039.54 INV =1034.82 SW 501 INTAKE # 17 W/ TYPE Q CASTING GR. = 1037.36 INV W =1030.98 INV N & E = 1031.10 SW 512 INTAKE # 18 W/ SW-604 TYPE 4B CASTING RIM = 1036.03 INV =1032.03 SW 501 INTAKE # 16 W/ TYPE Q CASTING GR. = 1036.36 INV W = 1029.89 INV E = 1029.99 SW 501 INTAKE # 15 W/ TYPE Q CASTING GR. = 1036.33 INV S = 1028.80 INV E = 1028.90 SW 512 INTAKE # 14 RIM - 1035.63 INV N - 1028.00 INV S - 1027.90 SW 501 INTAKE # 5 W/ TYPE Q CASTING RIM - 1033.69 INV W - 1028.28 INV E - 1028.38 SW 512 INTAKE # 24 W/ SW-604 TYPE 3B CASTING RIM = INV =1038.03 SW 501 INTAKE # 23 W/ TYPE Q CASTING GR. = 1042.49 INV E =1037.08 INV NW = 1037.18 SW 501 INTAKE # 22 W/ TYPE Q CASTING GR. = 1042.66 INV E =1035.12 INV W 1035.25 SW 501 INTAKE W/ TYPE R CASTING GR. = 1040.31 INV =1036.69 SW 501 INTAKE # 21 W/ TYPE R CASTING GR. = 1040.46 INV N =1034.74 INV W & E = 1034.85 SW 501 INTAKE # 20 W/ TYPE R CASTING GR. = 1041.38 INV =1034.02 EXISTING MH INV N = 1033.23 MAKE CONNECTION @ ELEV. =1033.41 27 LF 15" RCP @ 1.00% 61 LF 18" RCP @ 1.00% S24°43'12"W 6.25' N65°16'48"W 30.00' 90 . 5 1 ' 6 8 . 4 3 ' GR A N D P R A I R I E P A R K W A Y 10.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. SW 501 INTAKE # 58 W/ TYPE R CASTING GR. = 1032.91 INV N & W = 1028.25 INV S = 1028.15 60 L.F. 12" RCP @1.50% SW 501 INTAKE # 59 W/ TYPE R CASTING GR. = 1033.81 INV = 1029.15 120 L.F. 18" RCP @ 1.60% SW 501 INTAKE # 60 W/ TYPE R CASTING GR. = 1034.86 INV N = 1030.27 INV S = 1030.17 115 L.F. 18" RCP @ 1.50% SW 501 INTAKE # 61 W/ TYPE R CASTING GR. = 1036.59 INV N & W = 1032.10 INV S = 1032.00 120 L.F. 12" RCP @ 2.00% SW 501 INTAKE # 62 W/ TYPE R CASTING GR. = 1039.00 INV = 1034.50 35 L.F. 15" RCP @ 2.00% SW 501 INTAKE # 63 W/ TYPE R CASTING GR. = 1037.25 INV N & E = 1032.90 INV S = 1032.80 SW 501 INTAKE # 64 W/ TYPE R CASTING GR. = 1037.19 INV = 1033.00 10 L.F. 12" RCP @ 2.00% 97 L.F. 12" RCP @ 2.40% SW 501 INTAKE # 65 W/ TYPE R CASTING GR. = 1039.72 INV N & E = 1035.33 INV S= 1035.23 SW 501 INTAKE # 66 W/ TYPE R CASTING GR. = 1039.76 INV = 1035.43 10 L.F. 12" RCP @ 1.00% 65 LF 24" RCP @ 0.40% SW 401 MH # 8A RIM. = 1034.46 INV S =1031.17 INV N & E = 1031.27 1.75 AC. 76,273 S.F. 3 0.30 AC. 12,946 S.F. OUTLOT 'Y' 10.00' 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 70. 0 0 ' 31. 0 0 ' 70. 0 0 ' 31.0 0 ' 175.00' 110.00' CC1 CC2 CC3 CC22 CC4 CC24 CC6 CC23 CC14 CC5 CC8 CC7 CC9 CC10 5.00' GAS 5.00' GAS ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 STORM SEWER C102 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 1/04/22 SITE PLAN SUBMITTAL 2 2/15/2022 SITE PLAN RESUBMITTAL 3 3/25/2022 SITE PLAN RESUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 MANHOLE W8" 8" ST 18" SAN LEGEND EXISTING/PROPOSED WATER MAIN & SIZE FIRE HYDRANT STORM INTAKE PLAT BOUNDARY STORM SEWER & SIZE SANITARY SEWER & SIZE VALVE 990 X XX X 990 PROPOSED CONTOURS SILT FENCE OR EXISTING CONTOURS F.E.S. APPROVED FILTRATION SOCK CRITICAL CROSSING CC1 BOTTOM 24" RCP = 1026.71 TOP OF WATER = 1025.21 CC2 BOTTOM 8" SANITARY = 1024.24 TOP OF WATER = 1022.74 CC3 BOTTOM 24" RCP = 1026.85 TOP OF WATER = 1025.35 CC4 TOP OF 8 SANITARY = 1027.49 BOTTOM 24" RCP = 1030.48 CC5 BOTTOM 8" SANITARY = 1027.17 TOP OF WATER = 1025.67 CC6 BOTTOM 12" RCP = 1031.16 TOP 8" SANITARY = 1028.91 CC7 BOTTOM 12" RCP = 1034.17 TOP OF WATER = 1032.67 CC8 BOTTOM 12" RCP = 1033.93 TOP OF WATER = 1032.43 CC9 BOTTOM 12" RCP = 1031.29 TOP OF WATER = 1029.79 CC10 BOTTOM 12" RCP = 1036.76 TOP OF WATER = 1035.26 CC11 BOTTOM 24" RCP = 1024.75 TOP OF WATER = 1023.25 CC12 BOTTOM 18" RCP = 1027.04 TOP OF WATER = 1025.54 CC13 BOTTOM 15" RCP = 1027.71 TOP OF WATER = 1026.21 CC14 BOTTOM 12" RCP = 1031.63 TOP OF WATER = 1029.13 CC15 BOTTOM 27" RCP = 1023.26 TOP OF WATER = 1021.40 CC16 BOTTOM 27" RCP = 1023.28 TOP OF 8" SANITARY = 1017.43 CC17 BOTTOM 12" RCP = 1023.60 TOP OF WATER = 1022.10 CC18 TOP OF 8" SANITARY = 1020.59 BOTTOM 8" WATER = 1023.55 CC19 BOTTOM 21" RCP = 1024.29 TOP 8" SANITARY = 1020.87 CC20 BOTTOM 15" RCP = 1024.69 TOP OF WATER = 1023.19 CC21 TOP 8" SANITARY = 1016.30 BOTTOM OF WATER = 1020.66 CC22 BOTTOM 24" RCP = 1026.75 TOP 8" SANITARY = 1024.93 CC23 BOTTOM 12" RCP = 1031.22 TOP OF WATER = 1029.46 CC24 BOTTOM 24" RCP = 1030.39 TOP OF WATER = 1028.89 T ST ST S T SA N SA N SA N SA N SA N SAN SAN SAN SA N ST ST ST ST ST ST ST ST ST W W W SA N W W ST ST ST ST ST ST ST W W W W W EX I S T I N G B I K E T R A I L EX I S T I N G B I K E T R A I L EX I S T I N G B I K E T R A I L EX I S T I N G B I K E T R A I L SA N SAN ST ST ST ST ST ST ST ST ST SAN SAN EX. 55.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 50.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 EX. 65.00' SANITARY SEWER EASEMENT BK.2017 PG.3264 SST S ST ST ST S ST ST S S S S S TR TR S S TRAFFIC MANHOLETRAFFIC MANHOLECONTROL VAULT FIBER VAULT FIBER VAULT FIBER VAULT TRAFFIC MANHOLE TRAFFIC MANHOLE TRAFFIC CONTROL BOX TRAFFIC CONTROL BOX POWER POLE PHONE RISER TRAFFIC MANHOLE TRAFFIC MANHOLE STANDPIPE GAS VALVE GAS VALVE 100 YR. FLOOD ELEV. =1026.15 OVERFLOW ELEV. =1029.10 100 YR. FLOOD ELEV. =1025.70 OVERFLOW ELEV. =1027.60 TEMPORARY STORM SEWER & DETENTION EASEMENT BK. 2018 PG. 14402 TO BE ABANDONED EX. SURFACE WATER FLOWAGE & STORM SEWER EASEMENT BK. 2018 PG. 14402 TO BE ABANDONED EX. 15.00' P.U.E. BK.2013 PG.10387 EX. 15.00' P.U.E. BK.2013 PG.10387 EX. 25.00' LANDSCAPE BUFFER EASEMENT BK.2017 PG.3256 EX. 35.00' SANITARY SEWER EASEMENT BK. 2018 PG. 14402 N89°10'02"W 221.55' S87°29'05"W 512.90' N0 2 ° 2 8 ' 3 0 " E 46 . 3 4 ' N84°36'25"E 492.84 ' N31°26'57"E 47.90' N84°01'00"E 25.19' S31°26'57"W 48.23'N84°36'25"E 225.40 ' C21 EX. 20.00' SANITARY SEWER EASEMENT BK. 2018 PG. 14402 EASEMENT TO BE ABANDONED EX. 20.00' SANITARY SEWER EASEMENT BK. 2018 PG. 14402 EASEMENT TO BE ABANDONED S81°20'49"E 30.00' S81°52'52"E 30.00' C2 0 SURFACE WATER FLOWAGE EASEMENT 7.00 AC. 304,866 S.F. 15 0.59 AC. 25,783 S.F. 71.10 AC. 47,717 S.F. 60.36 AC. 15,741 S.F. 5 2.25 AC. 98,149 S.F. 10 0.98 AC. 42,714 S.F. 9 0.93 AC. 40,401 S.F. 8 0.98 AC. 42,549 S.F. 13 0.35 AC. 15,319 S.F. OUTLOT 'Z' 0.93 AC. 40,362 S.F. 14 2.15 AC. 93,508 S.F. 12 3.79 AC. 165,095 S.F. 11 GR A N D P R A I R I E PA R K W A Y SE ASHWORTH R O A D S06°00'56"E 59.82' N83°59'04"E 333.3 5 ' SANITARY SERVICE ABANDON AT THE MAIN SANITARY SERVICE SAN. MH RIM =1027.93 SAN. MH RIM =1027.07 SAN. MH RIM =1027.97 SAN. MH RIM =1027.84 SAN. MH RIM =1029.41 SAN. MH RIM =1030.81 SAN. MH RIM =1036.24 SAN. MH RIM =1028.33 SAN. MH RIM =1030.03 SAN. MH RIM =1036.27 SW 501 INTAKE # 40 W/ TYPE R CASTING GR = 1026.90 INV 1023.19 90 LF 30" RCP @ 0.24% 72 LF 12" RCP @ 0.24% 84 LF 30" RCP @ 0.24% 60 LF 30" RCP @ 0.24% 50 LF 27" RCP @ 0.24% 126 LF 27" RCP @ 0.24% 50 LF 24" RCP @ 0.24% 55 LF 24" RCP @ 0.24% 79 LF 21" RCP @ 0.24% 63 L F 2 1 " R C P @ 0 . 2 4 % 40 LF 21" RCP @ 0.24% 90 LF 18" RCP @ 0.24% 90 LF 15" RCP @ 0.24% 72 LF 12" RCP @ 1.00% 65 LF 12" RCP @ 1.00% 50 LF 12" RCP @ 1.00% 155 LF 24" RCP @ 0.40% 105 LF 15" RCP @ 1.00% 90 LF 15" RCP @ 0.40% 115 LF 12" RCP @ 3.00% 90 LF 12" RCP @ 0.40% 70 LF 12" RCP @ 1.00% 60 LF 12" RCP @ 1.00% 55 LF 12" RCP @ 1.00%50 LF 24" RCP @ 0.4% 325 LF 24" RCP @ 0.60% 130 LF 33" RCP @ 0.24% 130 LF 36" RCP @ 1.00% 50 LF 36" RCP @ 1.00% 50 LF 30" RCP @ 1.25% 215 LF 30" RCP @ 1.12% 140 LF 24" RCP @ 1.08% 105 LF 24" RCP @ 1.00% 130 LF 24" RCP @ 0.60% 90 LF 24" RCP @ 0.44% 38 LF 12" RCP @ 0.40% 165 LF 18" RCP @ 0.80% 93 LF 15" RCP @ 1.00% 99 LF 21" RCP @ 1.00% 120 LF 24" RCP @ 1.00% 99 LF 21" RCP @ 1.00% 80 LF 24" RCP @ 1.00% SW 501 INTAKE W/ TYPE R CASTING GR = 1027.00 INV 1023.15 SW 501 INTAKE # 39 W/ TYPE R CASTING GR = 1026.90 INV 1022.97 SW 501 INTAKE # 41 W/ TYPE R CASTING GR = 1026.90 INV 1023.40 SW 501 INTAKE # 42 W/ TYPE R CASTING GR = 1026.90 INV 1023.54 SW 501 INTAKE # 43 W/ TYPE R CASTING GR = 1026.98 INV 1023.66 SW 501 INTAKE # 45 W/ TYPE R CASTING GR = 1028.08 INV 1023.96 SW 501 INTAKE # 46 W/ TYPE R CASTING GR = 1028.63 INV 1024.08 SW 501 INTAKE # 47 W/ TYPE R CASTING GR = 1028.94 INV 1024.21 SW 501 INTAKE # 49 W/ TYPE R CASTING GR = 1029.75 INV 1024.55 SW 501 INTAKE # 50 W/ TYPE Q CASTING GR = 1029.32 INV 1024.65 SW 501 INTAKE # 51 W/ TYPER CASTING GR = 1029.90 INV 1024.87 SW 501 INTAKE # 52 W/ TYPE Q CASTING GR = 1029.25 INV 1025.09 SW 501 INTAKE # 48 W/ TYPE R CASTING GR = 1029.14 INV 1024.40 SW 512 INTAKE # 35 W/ SW 604 TYPE 4A RIM - 1032.53 INV N - 1029.72 SW 512 INTAKE # 34 W/ SW 604 TYPE 4A RIM - 1032.53 INV N - 1028.92 INV S - 1029.02 SW 512 INTAKE # 33 W/ SW 604 TYPE 4A RIM - 1032.53 INV N - 1028.17 INV S - 1028.27 SW 501 INTAKE # 26 W/ TYPE Q CASTING RIM - 1034.53 INV N - 1027.67 INV S - 1027.67 INV E - 1026.50 INV W - 1026.41 SW 501 INTAKE # 27 W/ TYPE Q CASTING RIM - 1034.53 INV W - 1026.70 SW 501 INTAKE # 28 W/ TYPE Q CASTING GR = 1030.75 INV W = 1027.32 INV N = 1027.40 SW 501 INTAKE # 29 W/ TYPE Q CASTING GR. = 1032.25 INV S =1028.45 INV NE = 1028.55 SW 501 INTAKE # 30 W/ TYPE R CASTING GR. = 1033.55 INV SW =1028.91 INV NE = 1029.00 INV SE = 1029.00 SW 501 INTAKE # 31 W/ TYPE R CASTING GR. = 1032.60 INV =1029.36 SW 501 INTAKE # 32 W/ TYPE R CASTING GR. = 1036.54 INV =1032.45 SW 501 INTAKE # 8 W/ TYPE R CASTING GR. = 1034.80 INV SW =1030.81 INV N = 1030.91 SW 501 INTAKE # 8B W/ TYPE R CASTING GR. = 1036.01 INV =1031.42 SW 501 INTAKE # 7 W/ TYPE Q CASTING RIM - 1033.69 INV W - 1030.31 INV NE - 1030.41 SW 501 INTAKE # 17 W/ TYPE Q CASTING GR. = 1037.36 INV W =1030.98 INV N & E = 1031.10 SW 512 INTAKE # 18 W/ SW-604 TYPE 4B CASTING RIM = 1036.03 INV =1032.03 GR. = 1036.36 INV W = 1029.89 INV E = 1029.99 INV S = 1028.80 INV E = 1028.90 SW 512 INTAKE # 14 RIM - 1035.63 INV N - 1028.00 INV S - 1027.90 SW 503 INTAKE # 4 RIM - 1032.73 INV E - 1026.80 INV N - 1026.80 INV S - 1026.70 SW 501 INTAKE # 6 W/ TYPE Q CASTING RIM - 1033.69 INV W - 1029.43 INV E - 1029.53 SW 501 INTAKE # 5 W/ TYPE Q CASTING RIM - 1033.69 INV W - 1028.28 INV E - 1028.38 SW 512 INTAKE # 38 W/ SW 604 TYPE 4A RIM - 1034.53 INV S - 1029.69 SW 512 INTAKE # 37 W/ SW 604 TYPE 4A RIM - 1034.53 INV N - 1029.02 INV S - 1028.92 SW 512 INTAKE # 36 W/ SW 604 TYPE 4A RIM - 1034.53 INV N - 1028.31 INV S - 1028.21 SW 503 INTAKE # 3A RIM - 1029.85 INV N - 1025.10 INV S - 1025.00 SW 501 INTAKE # 3 W/ TYPE Q CASTING RIM - 1029.55 INV N - 1024.46 INV E - 1024.46 INV S - 1024.36 SW 503 INTAKE # 2 RIM - 1028.45 INV N - 1023.70 INV S - 1023.60 102" SW401 MH # 1 RIM - 1027.56 FL N - 1022.66 FL S - 1022.66 FL W - 1022.56 6" STORM INV=1029.00 8" STORM INV=1029.00 8" STORM INV=1029.00 4" STORM INV=1029.00 6" STORM INV=1029.00 10" STORM INV=1029.00 4" STORM INV=1031.00 OW N E R : TH E Q U A R T E R A T W A U K E E , L L C 401 1 A V E N U E O F T H E C I T I E S , S U I T E 1 0 1 B MO L I N E , I L 6 1 2 6 5 ZO N E D K - R C S.E . P A R K V I E W C R O S S I N G D R . 15.00' P.U.E. 15.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. 10.00' P.U.E. SW 501 INTAKE # 53 W/ TYPE R CASTING GR. = 1028.83 INV N & W = 1023.90 INV S = 1023.80 SW 501 INTAKE # 54 W/ TYPE R CASTING GR. = 1030.60 INV = 1025.90 105 L.F. 12" RCP @1.90% 65 L.F. 24" RCP @ 2.00% 60 L.F. 12" RCP @1.50% SW 501 INTAKE # 56 W/ TYPE R CASTING GR. = 1030.88 INV = 1026.20 SW 501 INTAKE # 55 W/ TYPE R CASTING GR. = 1029.88 INV N & W = 1025.30 INV S = 1025.20 80 L.F. 24" RCP @ 1.60% SW 501 INTAKE # 57 W/ TYPE R CASTING GR. = 10331.38 INV N = 1026.68 INV S = 1026.58 92 L.F. 24" RCP @ 1.60% SW 501 INTAKE # 58 W/ TYPE R CASTING GR. = 1032.91 INV N & W = 1028.25 INV S = 1028.15 60 L.F. 12" RCP @1.50% SW 501 INTAKE # 59 W/ TYPE R CASTING GR. = 1033.81 INV = 1029.15 120 L.F. 18" RCP @ 1.60% SW 501 INTAKE # 60 W/ TYPE R CASTING GR. = 1034.86 INV N = 1030.27 INV S = 1030.17 115 L.F. 18" RCP @ 1.50% SW 501 INTAKE # 61 W/ TYPE R CASTING GR. = 1036.59 INV N & W = 1032.10 INV S = 1032.00 120 L.F. 12" RCP @ 2.00% SW 501 INTAKE # 62 W/ TYPE R CASTING GR. = 1039.00 INV = 1034.50 35 L.F. 15" RCP @ 2.00% INV S = 1032.80 85 L.F. 24" RCP @ 3.06% 24" FES INV=1021.20 INSTALL 6 TON CLASS D RIP-RAP 65 LF 24" RCP @ 0.40% SW 401 MH # 8A RIM. = 1034.46 INV S =1031.17 INV N & E = 1031.27 1.75 AC. 76,273 S.F. 0.30 AC. 12,946 S.F. OUTLOT 'Y' 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 10.00' PUE 175.00' 110.00' 1 2 0 . 0 0 ' 70.00' 37.00' SW 501 INTAKE # 44 W/ TYPE R CASTING GR = 1026.98 INV 1023.82 42 LF 12" RCP @ 0.40% CC1 CC2 CC3 CC22 CC4 CC24 CC6 CC23 CC14 CC11 CC12 CC13 CC15 CC16 CC17 CC18 CC19 CC20 CC5 CC9 CC21 SW 511 INTAKE # 67 W/ SW- 604 TYPE 6 RIM = 1026.50 INV (3") = 1021.50 INV (30") = 1022.00 REMOVE EXISTING FES 12.50' 7.50' 12 . 5 0 ' 5.00' 5.00' GAS 5.00' GAS 5.00' GAS 5.00' GAS5.00' GAS ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 STORM SEWER C103 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 1/04/22 SITE PLAN SUBMITTAL 2 2/15/2022 SITE PLAN RESUBMITTAL 3 3/25/2022 SITE PLAN RESUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 MANHOLE W8" 8" ST 18" SAN LEGEND EXISTING/PROPOSED WATER MAIN & SIZE FIRE HYDRANT STORM INTAKE PLAT BOUNDARY STORM SEWER & SIZE SANITARY SEWER & SIZE VALVE 990 X XX X 990 PROPOSED CONTOURS SILT FENCE OR EXISTING CONTOURS F.E.S. APPROVED FILTRATION SOCK CRITICAL CROSSING CC1 BOTTOM 24" RCP = 1026.71 TOP OF WATER = 1025.21 CC2 BOTTOM 8" SANITARY = 1024.24 TOP OF WATER = 1022.74 CC3 BOTTOM 24" RCP = 1026.85 TOP OF WATER = 1025.35 CC4 TOP OF 8 SANITARY = 1027.49 BOTTOM 24" RCP = 1030.48 CC5 BOTTOM 8" SANITARY = 1027.17 TOP OF WATER = 1025.67 CC6 BOTTOM 12" RCP = 1031.16 TOP 8" SANITARY = 1028.91 CC7 BOTTOM 12" RCP = 1034.17 TOP OF WATER = 1032.67 CC8 BOTTOM 12" RCP = 1033.93 TOP OF WATER = 1032.43 CC9 BOTTOM 12" RCP = 1031.29 TOP OF WATER = 1029.79 CC10 BOTTOM 12" RCP = 1036.76 TOP OF WATER = 1035.26 CC11 BOTTOM 24" RCP = 1024.75 TOP OF WATER = 1023.25 CC12 BOTTOM 18" RCP = 1027.04 TOP OF WATER = 1025.54 CC13 BOTTOM 15" RCP = 1027.71 TOP OF WATER = 1026.21 CC14 BOTTOM 12" RCP = 1031.63 TOP OF WATER = 1029.13 CC15 BOTTOM 27" RCP = 1023.26 TOP OF WATER = 1021.40 CC16 BOTTOM 27" RCP = 1023.28 TOP OF 8" SANITARY = 1017.43 CC17 BOTTOM 12" RCP = 1023.60 TOP OF WATER = 1022.10 CC18 TOP OF 8" SANITARY = 1020.59 BOTTOM 8" WATER = 1023.55 CC19 BOTTOM 21" RCP = 1024.29 TOP 8" SANITARY = 1020.87 CC20 BOTTOM 15" RCP = 1024.69 TOP OF WATER = 1023.19 CC21 TOP 8" SANITARY = 1016.30 BOTTOM OF WATER = 1020.66 CC22 BOTTOM 24" RCP = 1026.75 TOP 8" SANITARY = 1024.93 CC23 BOTTOM 12" RCP = 1031.22 TOP OF WATER = 1029.46 CC24 BOTTOM 24" RCP = 1030.39 TOP OF WATER = 1028.89 30" DIA. OPENING INVERT =1022.00 3.0" DIA. OPENING INVERT =1021.50 INSTALL TRASH GUARD #4 BARS AT 15" O.C. EACH WAY ADJUSTMENT RINGS SHORT WALL 2'-0"6"6" 3'-0" 8" MIN. 4" 6" MIN. SW-604 TYPE 6 CASTING GRATE =1026.50 12" MIN. MAX S L O P E 3 : 1 3 DIAGONAL BAR (TYP.)1 BASE 1 #4 BARS AT 12" O.C. EACH WAY SW-511 INTAKE # 67 DETAIL 100 YEAR ELEVATION = 1026.01 WQv ELEVATION = 1022.00 FFE: 1044.97 ST ST S T SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SA N SA N ST ST ST ST ST ST ST ST ST ST W W W SA N ST S T ST W W ST ST ST ST S T ST ST ST ST ST ST ST ST ST ST W W W W ST W W W W W W EX I S T I N G B I K E T R A I L EX I S T I N G B I K E T R A I L EX I S T I N G B I K E T R A I L EX I S T I N G B I K E T R A I L SA N SA N SAN S T ST STS T S T ST ST ST ST ST ST ST ST ST ST ST ST S T W SAN SAN SA N ST ST ST SST S ST ST ST S ST ST S ST S ST ST ST ST S ST S ST COCO S S S S S S S ST 7.00 AC. 304,866 S.F. 15 3.43 AC. 149,555 S.F. 1 1.54 AC. 67,100 S.F. 2 3.07 AC. 133,896 S.F. 4 0.59 AC. 25,783 S.F. 71.10 AC. 47,717 S.F. 6 0.36 AC. 15,741 S.F. 5 2.25 AC. 98,149 S.F. 10 0.98 AC. 42,714 S.F. 9 0.93 AC. 40,401 S.F. 8 0.98 AC. 42,549 S.F. 13 0.35 AC. 15,319 S.F. OUTLOT 'Z' 0.93 AC. 40,362 S.F. 14 2.15 AC. 93,508 S.F. 12 3.79 AC. 165,095 S.F. 11 GR A N D P R A I R I E PA R K W A Y SE ASHWORTH R O A D S. E . E S K E R R I D G E D R I V E S.E . P A R K V I E W C R O S S I N G D R . 103 5 104 0 104 5 103 3 103 4 103 6 103 7 103 8 103 9 104 1 104 2 104 3 104 4 1046 103 0 102 9 103 1 103 2 1 0 4 5 1 0 4 2 104 3 1 0 4 4 1 0 4 6 1 0 4 7 10 4 8 10 3 6 10 3 7 10 3 8 10 3 9 10 3 4 1025 1 0 2 5 103 0 1035 1035 1035 1040 10 4 0 1 0 4 0 1045 1024 1 0 2 4 1026 10 2 6 1027 1027 1027 1028 1028 1028 1029 1031 1032 1033 1034 1036 1037 1038 10 3 8 10 3 8 1039 10 3 9 1 0 3 9 1041 10 4 1 1 0 4 1 10 4 2 10 4 2 1 0 4 2 10 4 2 1 0 4 2 1 0 4 3 10 4 4 104 4 1044 1040 1037 1037 1038 10381039 1039 1041 1042 104 3 10 3 3 103 410341034103 4 1034 10 3 4 1 0 3 4 10 3 0 10 3 0 1030 1030 1030 103 5 1028 102 8 1029 1031 1031 10 3 1 10 3 1 1031 1032 10 3 2 1032 1033 1033 1033 1034 1036 103 7 103 8 103 9 1031 1031 1031 1031 1031 1032 1 0 2 5 10 3 0 1 0 2 6 10 2 7 1 0 2 8 10 2 9 1 0 2 9 1 0 3 0 1 0 3 1 1 0 3 2 1 0 3 3 1040 1041 10 4 0 1041 1 0 4 1 10 4 0 104 5 1 0 4 1 1 0 4 2 1 0 4 3 104 3 104 3 104 4 104 6 1041 10 4 1 104 1 1042 1043 10 4 0 10 3 7 1038 10 3 9 1 0 4 1 1 0 4 2 1042 10 4 3 10 4 3 10 4 3 1044 S.E . P A R K V I E W C R O S S I N G D R . GR A N D P R A I R I E P A R K W A Y SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) CREATE SEDIMENT BASIN W/ 4' HIGH TEMP. BERM AND STANDPIPE MAINTAIN EXISTING SEDIMENT BASIN UNTIL DISTURBED AREA IS LESS THAN 10 ACRES (IGNORING THE WEST LOT) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) SILT FENCE (TYP) TEMP. STANPIPE & OUTLET PIPE SEE DETAIL GRADE TEMP. SWALE TO OUTLET PIPE 1.75 AC. 76,273 S.F. 3 0.30 AC. 12,946 S.F. OUTLOT 'Y' 1030 1030 1035 1 0 3 5 104010 4 0 1036 1036103 71038 1 0 3 8 1039 10 3 9 104110 4 1 ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 EROSION CONTROL C104 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 1/04/22 SITE PLAN SUBMITTAL 2 2/15/2022 SITE PLAN RESUBMITTAL 3 3/25/*2022 SITE PLAN RESUBMITTAL ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 QUANTITIES SILT FENCE 11,360 LF TEMP. BERM 320 LF INLET DROP PROTECTION 58 EA TEMP. STABILIZATION 29 AC TEMP STANDPIPE 1 EA NOTES (GRADING) 1.ALL DIMENSIONS ARE TO BACK OF CURB, OUTSIDE OF BUILDING WALL, AND TO PROPERTY LINES. 2.THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATION OR THAT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL PUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND EXACT LOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK. 3.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAKING OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IF EXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED. 4.STRIP TOPSOIL FROM ALL AREAS WHICH ARE TO BE FILLED OR CUT. 5.STOCKPILE SUFFICIENT TOPSOIL TO ALLOW FINISH GRADING WITH A FINISHED GRADE OF 8 INCHES OF SALVAGED OR AMENDED TOPSOIL. 6.ALL AREAS TO RECEIVE FILL TO BE BENCHED. 7.PREPARE BOTTOM OF BENCH FOR FILL BY DISCING TO A DEPTH OF 6-INCHES. 8.ALL SITE GRADING FILL SHALL BE COMPACTED TO A DENSITY THAT IS NOT LESS THAN 95% STANDARD PROCTOR AND MEET ALL GEOTECHNICAL RECOMMENDATIONS. 9.MAINTAIN ALL CUT AND FILL AREAS FOR SURFACE DRAINAGE AT ALL TIMES. 10.FINAL GRADES WITHIN PAVED AREAS SHALL BE WITHIN 0.1' OF PLAN GRADE, ALL OTHER AREAS TO BE WITHIN 0.2' OF PLAN GRADE. 11.A MINIMUM OF ONE FOOT OF COMPACTED COHESIVE SUBGRADE SHALL BE PROVIDED BENEATH ALL PAVEMENTS. 12.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT EDITIONS OF WAUKEE SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDAS. 13.EXISTING TREES WILL BE SAVED TO THE EXTENT POSSIBLE TO ACCOMMODATE GRADING, UTILITY AND STREET CONSTRUCTION. 14.ALL WORK WITHIN PUBLIC R.O.W., CONNECTION TO PUBLIC IMPROVEMENTS, AND ALL WORK ASSOCIATED WITH PUBLIC IMPROVEMENTS SHALL COMPLY WITH THE CITY OF WAUKEE STANDARD SPECIFICATIONS. 15.FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE ADJACENT GRADE AND THE CLEARANCE BETWEEN ANY SIDING MATERIAL AND THE SOD SHALL BE A MINIMUM OF 6". 16.THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT NO LESS THAN 1:12 FOR A DISTANCE OF 6'. 17.ANY GRADING WITHIN PUBLIC R.O.W. WILL NEED TO CONFORM WITH THE CITY OF WAUKEE STANDARD SPECIFICATIONS. 18.ALL SIDEWALK SLOPES GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL SHALL BE ACCOMPANIED BY A HANDRAIL. 19.CROSS SLOPE ON ALL SIDEWALKS NOT TO EXCEED 2.00%. 20.ALL SPOTS ARE TO TOP OF SLAB UNLESS OTHERWISE NOTED. 21.ON-SITE INSPECTION SHALL BE REQUESTED WITH THE BUILDING DIVISION PRIOR TO PLACE OF ANY CONCRETE RAMPS. 22.SAWCUTTING/GRINDING SLURRY SHALL BE CONTAINED AND DISPOSED PER SUDAS. NOTES (EROSION & POLLUTION CONTROL) 1.THE SUBCONTRACTOR RESPONSIBLE FOR EROSION AND POLLUTION CONTROL SHALL CARRY OUT THE MEASURES DETAILED ON THIS SITE PLAN. 2.CONTROLS MUST BE IN GOOD OPERATING CONDITION UNTIL THE CONSTRUCTION ACTIVITY IS COMPLETE AND FINAL STABILIZATION HAS BEEN REACHED. 3.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. 4.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. 5.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. 6.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. 7.DURING CONSTRUCTION, IF IT BECOMES EVIDENT THAT A DISTURBED AREA WILL NOT BE DISTURBED FOR 14 DAYS, IT SHALL BE STABILIZED IMMEDIATELY. 8.SODDING TO BE DONE IMMEDIATELY AFTER FINAL GRADING. 9.ANY FAILED AREAS OF SEEDING/MULCHING SHALL BE REAPPLIED. 10.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. 11.FILTER SOCKS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACH RAINSTORM, LOOK FOR UNDERCUTTING AND FAILURES IN FABRIC. REPLACE/REPAIR AS NECESSARY. 12.ADDITIONAL FILTER SOCKS (TO THAT SHOWN ON THIS PLAN) MAY BE REQUIRED IN AREAS WHERE EROSION IS EVIDENT. 13.FILTER SOCKS ARE TO BE CLEANED UP WHEN THEY HAVE LOST 50% OF THEIR CAPACITY. 14.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. 15.ALL INTAKES SHALL BE COVERED DURING CONSTRUCTION TO PREVENT SEDIMENTATION DEPOSITS WITHIN THE STORM SEWER. 16.IN THE EVENT THAT SEEDING/MULCHING DOES NOT OCCUR PRIOR TO WINTER, ALL DISTURBED AREAS WILL BE MULCHED. 17.NO BORROW/SPOILS SITES ARE ANTICIPATED. 18.EROSION CONTROL CONTACT: JEFF PEZZETTI, jeff@cascadeerosion.com 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. 90° CMP BEND 68 L.F. 24-INCH CMP @ 2.00% (NO SCALE) TEMPORARY SEDIMENT BASIN OUTLET DETAIL INSTALL ANTI SEEP COLLAR WRAP RISER IN FILTER FABRIC 1 ROW OF 10 -1.5" HOLES SPACED EVENLY O.C. @ ELEV = 1037.25 WET. STORAGE = 1037.25 MAX. WATER = 1038.75 PERFORATED RISER 24" DIA. W/ ANTI-VORTEX DEVICE PER SUDAS 9040.116 TOP=1037.75 INVERT=1034.50 TOP BERM =1041.00 COMPACTED FILL INVERT = 1033.14 5 TONS CLASS 'D' RIP RAP TOP OF BERM =1028.60 89 L.F. 24-INCH CMP @ 0.50% EXISTING TEMPORARY SEDIMENT BASIN OUTLET DETAIL HOLES SPACED BASIN#3 (NO SCALE) NOTE - ANTI SEEP COLLAR PER SUDAS 9040 3.16C - (CMP COLLAR) CONNECT EXISTING 24" OUTLET TO THE 48" STANDPIPE. EXTEND STANDPIPE 3' BELOW INVERT & FILL SUMP WITH GRAVEL. 20 TONS CLASS 'D' RIP RAP INSTALL ANTI SEEP COLLAR ¡ =1022.56 WRAP RISER IN FILTER FABRIC 1 ROW OF 9 -2.5" HOLES SPACED EVENLY O.C. @ ELEV. 1024.50 WET STORAGE 1024.50 MAX WATER 1026.60 TOP =1025.4 OUT =1023.00 REMOVE EXISTING STANDPIPE REPLACE WITH 48" STANDPIPE W/ ANTI-VORTEX DEVICE PER SUDAS 9040.116 COMPACTED FILL 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. PROPERTY LINE PROPERTY L I N E VAN VA N VAN VANVAN VA N VA N VAN VAN S.E . ESK E R R I D G E D R I V E S.E.PARK V I E W C R O S S I N G D R I V E BU I L D I N G A BU I L D I N G B BU I L D I N G C BU I L D I N G D BU I L D I N G F BU I L D I N G G BU I L D I N G H BU I L D I N G I BU I L D I N G E S E A S H W O R T H D R I V E GRAND PRAIRIE PARKWAY NO R T H 0' 30' 60'120'240' SCALE: 1"=60' ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 12/21/21 SITE PLAN SUBMITTAL 2 11/01/21 TEMPORARY GRADING PLAN ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 ELECTRICAL SITE PLAN E100 3 3/25/2022 SITE PLAN RESUBMITTAL Statistics Description Symbol Avg Max Min Max/Min Avg/Min Center drive/parking 1.5 fc 3.0 fc 0.1 fc 30.0:1 15.0:1 NE parking 2.4 fc 6.4 fc 0.9 fc 7.1:1 2.7:1 NW Parking Lot 3.3 fc 7.1 fc 0.1 fc 71.0:1 33.0:1 SE Parking 1.9 fc 4.4 fc 0.4 fc 11.0:1 4.8:1 SW Parking 2.8 fc 8.6 fc 0.2 fc 43.0:1 14.0:1 SW Parking #2 2.7 fc 4.4 fc 1.6 fc 2.8:1 1.7:1 SW Roadways 2.3 fc 4.1 fc 0.0 fc N/A N/A West Center Parking 2.7 fc 4.6 fc 1.7 fc 2.7:1 1.6:1 West Parking Lot 2.5 fc 6.4 fc 0.2 fc 32.0:1 12.5:1 EAST PARKING AREA 1.1 fc 8.9 fc 0.0 fc N/A N/A WEST PARKING LOT 1.6 fc 7.9 fc 0.0 fc N/A N/A Description Label Catalog Number Description Lamp Number Lamps Lumens Per Lamp Light Loss Factor Wattage S2 ALT4P35-300L4K-FGL ALTITUDE C-70-CRI DATA SHOWN IS ABSOLUTE. 1 30534 0.9 343.5 S3 ALT5P35-300L4K-FGL ALTITUDE C-70-CRI DATA SHOWN IS ABSOLUTE. 1 30579 0.9 344.2 S1 ALT2P35-300L4K-FGL ALTITUDE C-70-CRI DATA SHOWN IS ABSOLUTE. 1 30445 0.9 343.1 S4 SLVT2-72L-335-4K7-4W LARGENT 2.0 C-70-CRI DATA SHOWN IS ABSOLUTE. 1 8494 0.9 75.5 S5 SLVT2-72L-335-4K7-5W LARGENT 2.0 C-70-CRI DATA SHOWN IS ABSOLUTE. 1 8237 0.9 75.5 B N/A FLQ-SW-P-30-HB-90-1.4 1 70 0.9 1.34 NO R T H 0' 30' 60'120'240' SCALE: 3/16" ISSUED FOR SITE PLAN REVIEW NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072 KE E T O W N L O O P 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 12/21/21 SITE PLAN SUBMITTAL 2 11/01/21 TEMPORARY GRADING PLAN 3 ARCHITECT OPN ARCHITECTS 100 COURT AVENUE DES MOINES, IA PH: (515) 309-0722 LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th STREET JOHNSTON, IA PH: (515) 727-0700 PHOTOMETRIC PLAN E200 3/25/2022 SITE PLAN RESUBMITTAL