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Home My WebLink About2024-05-20 I12 Hawaiian Bros_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: May 20, 2024 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Hawaiian Bros (1005 SE Alice’s Road) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: DSDH Waukee, LLC requests approval of a site plan to authorize the construction of a Hawaiian Bros restaurant. The site is located north of SE University Avenue and east of SE Alice’s Road. The building will be 2,909 square feet in area and will be 21’ at the tallest point. There is one access into the site from the private road constructed with the Williams Pointe Commercial development. A pedestrian connection is provided into the site from the sidewalk along SE Alice’s Road. A total of 44 parking spaces are required and the applicant is providing 44 spaces including two accessible spaces. The site will be serviced with utilities that have been extended throughout the overall plat. Storm water detention is provided with an underground detention system. The elevations of the building are proposed to be constructed mainly of brick, longboard, glazing and EIFS. A monument sign will be located at the southwest corner of the site. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the May 14, 2024, Commission Meeting and recommended approval subject to remaining staff comments: Items 6: Approval of a Site Plan for Hawaiian Bros (1005 SE Alice’s Road) Bill Mettee, City Planner, introduced the request for approval of a site plan for a Hawaiian Bros restaurant, as requested by DSDH Waukee, LLC, represented by Trent Smith of McClure Engineering. The subject property is located east of SE Alice’s Road and north of SE University Avenue, containing approximately 1.07-acres. The project includes the construction of a restaurant that is proposed to be 2,909 square feet in area. A trash enclosure is shown attached to the east side of the building and a monument sign is proposed near the southwest corner of the site. One access to this site will be provided from the private road to the east that was constructed with Williams Pointe Commercial Plat 2. A total of 44 parking spaces are required; 44 are spaces provided, including two handicap accessible spaces. The applicant is also providing 16 queuing spaces. It should be noted that there is only one pedestrian access I12 to the site instead of two. A second pedestrian access would have eliminated one parking space which would have resulted in not meeting the required parking. A five-foot sidewalk will be installed along the east side of the site to facilitate pedestrian access to the rest of the Williams Pointe Commercial Development. A pedestrian connection is shown into the site from the sidewalk along SE Alice’s Road. All utilities exist in the immediate vicinity and will be extended as needed. Storm water detention will be provided with the underground detention basin located on the south side of the property. A minimum of 20% of the project area is required to be open space, with the total amount of space at 30.4%. The applicant has provided the required number of plantings per the landscaping ordinance. The elevations of the building are proposed to be constructed primarily of brick, longboard, glazing and EIFS. The trash enclosure is proposed to be constructed of longboard similar in style and color to the primary structure. The applicant has submitted a photometric plan that meets the lighting requirements of the Site Plan Ordinance. Staff recommends approval of the site plan for Hawaiian Bros subject to remaining comments. Discussion as follows: • Follow up question regarding the decision process on not requiring a second pedestrian access; Bill Mettee confirmed that it was an internal staff decision, reiterating that a second access would have resulted in not meeting the parking requirement, and meeting the parking requirement took priority Motion by Commissioner Streit for approval of a site plan for Hawaiian Bros Restaurant, seconded by Commissioner Tessau. Ayes: Streit, Koelker, Beenken, Tessau, and Lohse. Nays: None. Motion carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Bill Mettee, Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2024- APPROVING THE SITE PLAN FOR HAWAIIAN BROS (1005 SE ALICE’S ROAD) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for Hawaiian Bros, subject to remaining staff comments on May 14, 2024; AND, WHEREAS, the Site Plan for Hawaiian Bros is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Hawaiian Bros 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 20th day of May, 2024 that the Site Plan for Hawaiian Bros is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN R. Charles Bottenberg Chris Crone Rob Grove Anna Bergman Pierce Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Hawaiian Bros – Site Plan PREPARED BY: Bill Mettee – Planner REPORT DATE: May 10, 2024 MEETING DATE: May 14, 2024 GENERAL INFORMATION Owner / Applicant: DSDH Waukee, LLC Project Manager: Trent Smith, P.E., McClure Engineering Request: The applicant is requesting approval of a site plan for a Hawaiian Bros restaurant. Location and Size: Property is located east of SE Alice’s Road and north of SE University Avenue, containing approximately 1.07 acres. Property Address: 1005 SE Alice’s Road AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. May 10, 2024 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant / Undeveloped Community Commercial C-1 (Community and Highway Service Commercial District) North Slim Chickens Site Community Commercial C-1 (Community and Highway Service Commercial District) South Dollar Tree Site Community Commercial C-1A (Neighborhood Commercial District) East Unleashed Pets Site Community Commercial C-1 (Community and Highway Service Commercial District) West Gilcrest / Jewett Lumber Co. Community Commercial M-1A (Limited Industrial District) PROJECT DESCRIPTION The project involves the construction of a Hawaiian Bros restaurant that is proposed to be 2,909 square feet in area. A trash enclosure is shown attached to the east side of the building and a monument sign is proposed near the southwest corner of the site. ACCESS AND PARKING One access to this site will be provided from the private road to the east that was constructed with Williams Pointe Commercial Plat 2. A total of 44 parking spaces are required for this site and they provide a total of 44 parking spaces including two handicap accessible spaces. The applicant is also providing 16 queuing spaces. SIDEWALKS/TRAILS A five-foot sidewalk will be installed along the east side of the site to facilitate pedestrian access to the rest of the Williams Pointe Commercial development. A pedestrian connection is shown into the site from the sidewalk along SE Alice’s Road. UTILITIES All utilities exist in the immediate vicinity to this site and will be extended as needed to service the building. Storm water detention will be provided with the underground detention basin located on the south side of the property. 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 30.4%. The applicant has provided the required number of plantings per the landscaping ordinance. May 10, 2024 3 of 3 ELEVATIONS The elevations of the building are proposed to be constructed primarily of brick, longboard, glazing and EIFS. The trash enclosure is proposed to be constructed of longboard similar in style and color to the primary structure. MISCELLANEOUS The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the lighting requirements of the Site Plan Ordinance. STAFF RECOMMENDATION Staff recommends approval of the site plan for Hawaiian Bros subject to remaining staff comments. P - Passenger Car P - Passenger CarP - Passenger CarP - Passenger CarP - Passenger Car P - Passenger CarP - Passenger Car P - Passe n g e r C a r P - Pass e n g e r C a r P - Pass e n g e r C a r P - Passenge r C a r P - Passe n g e r C a r P - Pass e n g e r C a r P - Passenger Car P - Passenger Car P - Passenger Car 1049.84 TC 1048.51 TC SE A L I C E ' S R O A D N0 0 ° 1 3 ' 0 8 " E 56 6 . 9 7 ' S 0 6 ° 0 9 ' 1 0 " E 6 0 . 9 0 ' L=26.85' ∆ S0 0 ° 0 0 ' 0 0 " E 27 5 . 8 2 ' 61,571 SF 1.41 AC 3 59,941 SF 1.38 AC 1 46,738 SF 1.07 AC 2P - Passenger Car P - Passenger CarP - Passenger CarP - Passenger CarP - Passenger Car P - Pa s s e n g e r C a r P - Passe n g e r C a r P - P a s s e n g e r C a r P - P a s s e n g e r C a r P - P a s s e n g e r C a r P - P a s s e n g e r C a r P - P a s s e n g e r C a r P - P a s s e n g e r C a r P - Passenger Car P - Passenger Car P - Passenger Car 01GN-01P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ G N s . d w g 5/ 2 / 2 0 2 4 1 2 : 5 4 P M 1005 SE ALICE'S ROAD WAUKEE, IOWA 50263 DSDH WAUKEE, LLC (F/K/A CORALVILLE AAP, LLC) 9251 WILLOW LANE FREMONT, WISCONSIN 54940 (920)-428-9028 McCLURE ENGINEERING COMPANY 1360 NW 121ST ST CLIVE, IOWA 50325 TRENT SMITH (515) 964-1229 TSMITH@MCCLUREVISION.COM PRINCIPAL USES ARE FOR SPECULATIVE COMMERCIAL SPACE AS PERMITTED IN C-1 ZONING. NORTH WILLIAMS POINTE COMMERCIAL PLAT 3 LOT 2 PROJECT LOCATION SE B R I C K D R I V E SE A L I C E ' S R O A D SE O L S O N D R I V E SE UNIVERSITY AVE SE FRONTIER AVE I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. TRENT LUNDY SMITH, PE NO. 26452 DATE: MY LICENSE RENEWAL DATE IS DECEMBER 31, 2024 PAGES OR SHEETS COVERED BY THIS SEAL: DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 14 FRONT SETBACK:30' REAR SETBACK:30' SIDE SETBACK:0' (EXCEPT ADJACENT TO RESIDENTIAL, THEN 30') MAX. BLDG. HEIGHT: 40'; 2 STORIES MIN. LOT AREA:NO MIN. C-1 (COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT)BUILDING PRIMARY AND SECONDARY USES: COMMERCIAL TOTAL NUMBER OF BUILDINGS = 1 TOTAL NUMBER OF STORIES = 1 TOTAL BUILDING S.F.= 2,909 ± S.F. BUILDING HEIGHT = 21' ESTIMATED CONSTRUCTION START:SPRING 2024 ESTIMATED CONSTRUCTION FINISH:FALL 2024 GROSS LAND AREA:= 46,738± S.F. (1.07± AC.) PROJECT IMPERVIOUS AREA: PAVING AREA = 29,606± S.F. (63.4%) BUILDING AREA = 2,909± S.F. (6.2%) TOTAL = 32,515± S.F. (69.6%) PROJECT OPEN SPACE: REQUIRED = 9,348± S.F. (20.0%) PROVIDED = 14,223± S.F. (30.4%)REQUIRED = 44 TOTAL STALLS (15 STALL PER 1,000 SF) = 5 QUEUING SPACES PER DRIVE-THROUGH LANE (15 TOTAL) PROVIDED = 44 TOTAL STALLS = 2 ADA STALLS = 16 QUEUING SPACES SUBMITTAL & REVISION TABLE SUBMITTAL DATE DESCRIPTION 1 03/05/2024 CITY SUBMITTAL #1 2 03/29/2024 CITY SUBMITTAL #2 3 04/18/2024 CITY SUBMITTAL #3 4 05/02/2024 CITY SUBMITTAL #4 NORTH 30'60'0 GRAPHIC SCALE 120' COVER SHEET Sheet List Table SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 01 GN-01 COVER SHEET 02 GN-02 GENERAL NOTES AND LEGEND 03 GN-03 EXISTING CONDITIONS & REMOVALS 04 SP-01 SITE LAYOUT 05 GR-01 GRADING PLAN 06 GR-02 EROSION CONTROL PLAN 07 UT-01 UTILITY PLAN 08 LI-01 LIGHTING PLAN 09 LI-02 LIGHTING CUT SHEETS 10 LA-01 LANDSCAPE PLAN 11 DT-01 DETAILS 12 DT-02 DETAILS 13 DT-03 DETAILS 14 DT-04 DETAILS 02GN-02P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ G N s . d w g 5/ 2 / 2 0 2 4 1 2 : 5 4 P M DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 14 GENERAL NOTES AND LEGEND 20.0' PRIVATE SANITARY EASEMENT BOOK 2023 PAGE 11597 30.0' SETBACK 10.0' OVERLAND FLOWAGE EASEMENT BOOK 2004 PAGE 16172 10.0' PUE BOOK 2004 PAGE 16172 30.0' SETBACK SE A L I C E ' S R O A D 30.0' PRIVATE SANITARY SEWER EASEMENT BOOK 2022 PAGE 23699 10.0' QWEST EASEMENT BOOK 2010 PAGE 17568 30.0' TCE BOOK 2017 PAGE 4497 10.0' PUE BOOK 2017 PAGE 4498 PRIVATE STORM SEWER EASEMENT WIDTH VARIES BOOK 2023 PAGE 13727 10.0' CONSTRUCTION EASEMENT BOOK 2006 PAGE 5703 26.0' ACCESS EASEMENT BOOK 2023 PAGE 13728 20.0' PRIVATE STORM SEWER EASEMENT BOOK 2023 PAGE 13727 10.0' GAS EASEMENT BOOK 2023 PAGE 11598 GRIND 80± LF OF CURB N90°00'00"W 287.53' N90°00'00"W 296.17' N0 0 ° 1 3 ' 0 8 " E 56 6 . 9 7 ' S 0 6 ° 0 9 ' 1 0 " E 6 0 . 9 0 ' L=26.85' ∆ S0 0 ° 0 0 ' 0 0 " E 27 5 . 8 2 ' 20.0' PRIVATE SANITARY EASEMENT BOOK 2023 PAGE 11601 61,571 SF 1.41 AC 3 46,738 SF 1.07 AC 2 03GN-03P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ G N s . d w g 5/ 2 / 2 0 2 4 1 2 : 5 4 P M NORTH 10'20'0 GRAPHIC SCALE 40' NOTE: NOT ALL CONTROL POINTS SHOWN IN TABLE ABOVE ARE DISPLAYED IN PLAN VIEW BELOW. DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 14 EXISTING CONDITIONS & REMOVALS SE A L I C E ' S R O A D CO CO 1049.84 TC 1048.51 TC 20.0' PRIVATE STORM SEWER EASEMENT 5.0' EXISTING SIDEWALK 5.0' WALK 26.0' EXISTING ACCESS ROAD 117.5' 99.0' 14.5' 13.0' 91.0' 15.5'33.0' 153.4' 27.0' 9.0' 18.0'18.0' 9.0' 9.0' 18.0' 15.0'8.5' 64.8' 89.8' 13.0' DRIVE AISLE 26.0' DRIVE AISLE 39.5'32.6' 31.8' 26.4' DRIVE AISLE 22.0' R2.0' R25.5' R2.0' 78.3' R20.0' R5.0' 12.5' R2.0' 6.7' R5.0' 11.5' 53.5' R20.0' R2.5' R2.5' 15.0' R2.0' R5.0' 7.0' R10.0' 14.5'18.0' 9.0'14.5' R3.0' R3.0'7.6' 10.5' R3.0' R10.0' R10.0' 3.6' 75.8' R2.0' 17.6' 16.6' 2.0' 2.0' PROPOSED BUILDING 2,909 SF 13.0' 18.0' 8.0'8.0' NOTE: 1.ALL SIDEWALK ABUTTING PARKING LOT SHALL UTILIZE DROP FACE CURB PROPOSED ADA PARKING STALL (2) WITH SIGNAGE R3.0' R5.0'R3.0' R10.0' R3.0' R2.0' MONUMENT SIGN (REFER TO ARCH) GREASE INTERCEPTOR (REFER TO MEP) TRANSFORMER (COORD W/ PROVIDER) TRASH ENCLOSURE (REFER TO ARCH) UNDERGROUND DETENTION SYSTEM LIMITS BOLLARD (TYP.) SE A L I C E ' S R D 30 ' S E T B A C K 30 ' S E T B A C K PAVEMENT THICKNESS 1. SIDEWALKS 4" P.C.C. 2.PARKING AND 6" P.C.C. DRIVEWAYS N90°00'00"E 287.53' N90°00'00"W 296.17' SCREENING WALL SEE DETAIL DT-01 24.3' 86.1' 38.1' SUDAS TYPE 'A' DRIVEWAY 13.0' 13.4' LIGHT POLE (TYP) 150' HYDRANT RADIUS 5.0' WALK R30.0' PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 6"CURB (TYP.) SEE DETAIL DT-01 NO CURB BOLLARD (TYP) SEE DETAIL DT-01 6"CURB (TYP.) SEE DETAIL DT-01 R3.0' R10.0' R1.0' R45.0' R50.0' R30.0' 10.0' QWEST EASEMENT BOOK 2010 PAGE 17568 30.0' TCE BOOK 2017 PAGE 4497 10.0' PUE BOOK 2017 PAGE 4498 PRIVATE STORM SEWER EASEMENT WIDTH VARIES BOOK 2023 PAGE 13727 10.0' CONSTRUCTION EASEMENT BOOK 2006 PAGE 5703 20.0' PROPOSED GRADING EASEMENT 20.0' PRIVATE SANITARY EASEMENT BOOK 2023 PAGE 11597 10.0' OVERLAND FLOWAGE EASEMENT BOOK 2004 PAGE 16172 10.0' PUE BOOK 2004 PAGE 16172 30.0' PRIVATE SANITARY SEWER EASEMENT BOOK 2022 PAGE 23699 10.0' PUE BOOK 2017 PAGE 4498 10.0' CONSTRUCTION EASEMENT BOOK 2006 PAGE 5703 26.0' ACCESS EASEMENT BOOK 2023 PAGE 13728 20.0' PRIVATE STORM SEWER EASEMENT BOOK 2023 PAGE 13727 10.0' GAS EASEMENT BOOK 2023 PAGE 11598 04SP-01 NORTH P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ S P - 0 1 . d w g 5/ 2 / 2 0 2 4 1 2 : 5 5 P M 10'20'0 GRAPHIC SCALE 40' DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 14 SITE LAYOUT SE A L I C E ' S R D CO CO 1049.84 TC 1048.51 TC 10 4 5 10 4 6 1 0 4 6 10 4 7 1 0 4 7 10 4 8 1 0 4 8 10 4 9 1 0 4 9 10 5 0 105 0 105 0 105 0 1049 FFE=1050.50 1. 0 0 % 1. 0 0 % 1. 0 0 % 0. 8 0 % 1. 0 0 % 1. 0 0 % 1.00% 1.00%1.00% 1.00%0.70%0.70% 0.70%0.70%0.70% 0.00%0.70%1.00% 1. 0 0 % 1. 0 0 % 0. 0 0 % 1. 0 0 % 1. 0 0 % 1. 2 1 % 1. 2 6 % 1. 0 0 % 1.00% 1.00% 1.00% 1.00% 1.00% 1.00%1.00% 1.00% 1. 0 0 % 0. 6 0 % 0.60% 1. 0 0 % 1. 8 3 % 1. 8 0 % 1. 0 0 % 0. 6 0 % 1. 0 0 % 1. 7 3 % 0.79%0.60% 1. 1 5 % 0.60% 0. 8 0 % 0. 8 0 % 1. 0 4 % 1. 1 7 % 13.27% 0. 6 0 % 2.92% 1.11% 2. 0 0 % 0.70% 10.16% 10 . 6 0 % 23 . 4 3 % 6.59% 8.53% 2.93% 1.8 0 % 2.7 5 % 32 . 4 4 % 31 . 0 1 % 29. 2 5 % 1 3 . 3 8 % SEE GRADING DETAIL - C SEE GRADING DETAIL - D SEE GRADING DETAIL - B OVERFLOW ROUTE (TYP) SEE GRADING DETAIL - A 0.60%0.60%1.00% 2. 0 0 % 100-YEAR SUMP ELE=1049.42 100-YEAR SUMP ELE=1049.05 100-YEAR SUMP ELE=1048.81 100-YEAR SUMP ELE=1049.88 GRADING LIMITS 10 5 0 . 1 7 T C 10 5 0 . 7 4 T C 1050.60 TC 10 5 0 . 6 0 T C 1050.65 TC 10 5 0 . 6 8 T C 1050.46 TC 10 5 0 . 2 2 T C 10 5 0 . 2 7 T C 10 5 0 . 3 2 T C 1050.11 TC 1050.00 TC 10 4 9 . 9 7 T C 1050.03 TC 10 4 9 . 9 7 T C 10 4 9 . 8 7 T C 10 4 9 . 7 9 T C 1049.80 TC 1049.89 TC 10 4 9 . 2 4 T C 1049.12 TC 1049 . 1 2 T C 1049.38 TC 1049.44 TC 10 4 9 . 3 2 T C 1049.81 TC 1049 . 9 2 T C 1049 . 3 3 T C 10 4 9 . 5 6 T C 1049 . 7 6 T C 10 4 9 . 7 2 T C 10 4 9 . 9 8 T C 1049.99 TC 10 5 0 . 0 7 T C 10 5 0 . 2 2 T C 1051.00 T C 10 5 0 . 8 7 T C 10 5 1 . 0 5 T C 1050 . 8 8 T C 10 5 0 . 6 9 T C 10 5 0 . 7 9 T C 1050.84 TC 1050.95 TC 10 5 0 . 5 9 T C 1049.62 TC 10 4 9 . 6 1 T C 1049.61 TS 1049.75 TC 10 5 0 . 1 5 T C 1049.98 TC 10 4 9 . 9 5 T C 1049.97 TC 10 5 0 . 0 4 T C 1050 . 0 3 T S 10 5 0 . 0 7 T C 1049.62 TC 1049.66 TC 10 5 0 . 2 7 T C 10 5 0 . 1 8 T C 1049.68 TS 1049.62 TS 10 5 0 . 3 5 T C 10 5 0 . 4 0 T C 1050.38 TC 10 5 0 . 0 7 TS 10 5 0 . 5 4 T C 1050.50 TC 1050.07 T S 1 0 5 0 . 4 5 T C 1050.32 TC1050.30 TC 1050 . 2 6 T C 1 0 5 0 . 4 1 T C 1 0 5 0 . 4 0 T C 1 0 5 0 . 4 2 T C 10 5 0 . 4 2 T C 10 5 0 . 2 3 T C 1049.81 TC 1049.70 TS 1050.91 TC 1049.33 TS 10 4 9 . 9 5 TS 1049 . 2 5 TS 10 4 8 . 7 8 TS 10 4 8 . 5 0 TS 10 4 9 . 1 4 T C 10 4 9 . 4 2 T C 10 5 0 . 2 1 TS 10 5 0 . 4 0 T C 10 5 0 . 2 8 T C 10 5 0 . 1 4 T C 1 0 4 9 . 0 4 TS 10 4 9 . 4 5 TS 10 4 9 . 5 0 TS 10 4 9 . 5 9 TS 10 4 9 . 4 5 TS 10 4 9 . 4 5 TS 1 0 5 0 . 5 3 T S 1050 . 1 0 TS 10 4 9 . 7 8 TS 105 0 . 3 2 H P 10 5 0 . 1 9 TS 10 4 9 . 7 7 T C 10 5 0 . 1 2 T C 1050 . 7 8 T C 1050.86 T C 1050.26 TC 10 4 9 . 3 2 T C 10 4 9 . 4 5 TS 1 0 5 0 . 3 5 T S 10 4 9 . 1 8 TS 10 5 0 . 1 5 TS 10 4 9 . 9 4 TS 1050 . 3 1 H P 1049.68 TC 1050.43 TS 1050.47 TS 1049.81 TS 1049.81 TS 10 5 0 . 2 4 TS 10 5 0 . 4 2 T C 10 5 0 . 5 0 T S 10 5 0 . 5 0 T S 1050.41 TS 10 5 0 . 4 0 T C 1050.20 TS 1050.20 TS 1045 . 6 9 TS 1049.54 TS 10 4 9 . 3 3 TS 1044.83 T S 1050.83 T S 1049.20 T S 1045.21 T S 10 5 1 . 0 1 T S 10 5 0 . 9 5 T S 1050.16 TS 10 5 0 . 9 9 T C 10 5 0 . 5 0 TS 10 5 0 . 5 0 TS 10 5 0 . 5 0 TS 1050.40 T S 1050 . 5 0 TS 10 5 0 . 5 0 TS 1 0 5 0 . 4 0 TS 1050 . 3 2 TS 24.58% 19 . 0 0 % 10 4 9 . 6 2 H P 104 9 . 1 8 TSOVERFLOW OVERFLOW 1048.82 TS 1 0 4 9 . 6 4 T S 1049.43 HP 1050.01 HP 21 . 9 2 % PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 2.76% 0.43%0.50% 2.00% GRADING LIMITS 1.00% 1. 5 0 % 20.0' PROPOSED GRADING EASEMENT 10 4 9 . 3 8 TS 10 5 0 . 4 1 TS 1 0 4 6 1 0 4 7 1 0 4 8 10 4 9 1 0 4 9 5.00%1.00% 1. 5 0 % 1.00% 1. 5 0 % 5.00% 1. 5 0 % 4. 7 8 % 4. 7 6 % 1.00% 4.25% 4.80% 1. 0 0 % 0. 3 5 % 17.79% 16.73% 23.37% 1049.34 TS 1049.43 TS 10 4 8 . 9 9 T S 1 0 4 9 . 0 8 T S 1048.94 TS 1049.03 TS 10 4 5 . 8 0 T S 1 0 4 6 . 1 8 T S 1 0 4 6 . 1 3 T S 1 0 4 8 . 7 3 T S 1048.68 TS 1048.91 TS 1048.96 TS 10 4 5 . 8 0 T S 10 4 5 . 8 5 T S 10 4 5 . 5 4 T S 10 4 5 . 5 6 T S 1.00% 4.25% 1. 0 0 % 4. 7 6 % 0.00%0.00%0.00% 0.00%0.00%0.00% 1. 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 9 % 1. 5 0 % 1. 5 0 % 1. 1 6 % 0. 9 7 % 0.00%0.07%0.32% 1.92% 2.15% 10 4 9 . 4 5 T S 1049.72 TS 10 4 9 . 7 2 T S 10 4 9 . 4 5 T S 10 4 9 . 4 5 T S 10 4 9 . 7 2 T S 10 4 9 . 4 5 T S 10 4 9 . 8 1 T S 10 4 9 . 7 9 T S 1049.81 TS 1049 . 8 1 T S 1049.98 TC 1049.97 TC 1049.72 TC 10 4 9 . 6 2 TS 1049.61 TS 10 4 9 . 7 0 T S 1049.65 TS 0.75% 0.75%1049.68 TS 1049.18 TS 2.92% 2. 5 9 % CO 1049.84 TC 0. 0 0 % 0. 0 0 % 1. 0 0 % 2.76% 2.14% 1.00% 0. 0 0 % 0. 0 0 % 1.50% 1.50%1.00% 1.50% 1.50% 1049.96 TS 1050.01 TS 10 5 0 . 1 8 T S 10 5 0 . 1 8 T S 10 5 0 . 2 6 T S 10 5 0 . 2 6 T S 10 5 0 . 4 1 T C 10 5 0 . 3 5 T S 10 5 0 . 4 1 T S 10 5 0 . 4 5 T S 10 5 0 . 3 5 T S 10 5 0 . 4 1 T S 10 5 0 . 4 5 T S 10 5 0 . 5 0 T S 10 5 0 . 5 0 T S 1 0 5 0 . 5 0 T C CO 1 0 5 0 . 2 3 T S 1050.55 TS 1050.50 TS 10 5 0 . 1 4 T S 1 . 0 0 % 1.00% 3. 8 2 % 3. 8 9 % 1. 1 6 % 105 0 . 4 0 T S 1050.23 TS 1050.35 TS 105 0 . 2 8 T S 105 0 . 0 5 T S 1050.00 TS 1 0 4 9 . 7 7 T S 104 9 . 7 2 T S 10 5 0 . 4 5 T S 1050.50 TS1.00% 1.00% 1 . 0 0 % 1. 0 0 % 1.00% 1.00% 0. 4 8 % 0. 4 8 % 1.00% 1.00% 1050.19 TS 1050.70 TC 10 5 0 . 5 6 T C 1050.75 TC 1.00%1050.29 TS 1050.34 TS 105 0 . 7 9 T S 105 0 . 8 4 T S 105 0 . 9 6 T S 1051.01 TS 1 0 5 0 . 8 9 T S 1050.84 TS 1050.77 TC 10 5 0 . 3 0 T S 0.11 % 1.00% 1.00% 6. 2 5 % 6. 2 5 % 1 . 0 0 % 2. 9 3 % 1 . 0 0 % 3. 6 0 % 0. 3 3 % 0 . 1 2 % 0 . 6 5 % 1.00% 1.00% 1 . 8 0 % 1 . 6 0 % 1.00% 05GR-01 GRADING PLAN NORTH P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ G R - 0 1 _ 0 2 . d w g 5/ 2 / 2 0 2 4 1 2 : 5 7 P M DETAIL D - ADA GRADING SCALE: 1" = 5' DETAIL B - ADA GRADING SCALE: 1" = 10' DETAIL C - ADA GRADING SCALE: 1" = 5' 10'20'0 GRAPHIC SCALE 40' DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 14DETAIL A - ADA GRADING SCALE: 1" = 10' SE A L I C E ' S R D CO CO 1049.84 TC 1048.51 TC W PR 10 4 5 10 4 6 1 0 4 6 10 4 7 1 0 4 7 10 4 8 1 0 4 8 10 4 9 1 0 4 9 10 5 0 105 0 105 0 DA #1 1.07 AC DISCHARGE POINT #1 ±6,000 FEET TO AN UNNAMED TRIBUTARY OF SUGAR CREEK D DUMPSTER LINED OR ROLL OFF WASH OUT (50' MIN. FROM INTAKES) STAGING AREA / EQUIPMENT STORAGE PORTABLE RESTROOM GRADING LIMITS (TYP) INLET PROTECTION (TYP) POTENTIAL TOPSOIL STOCKPILE LOCATION STABILIZED CONSTRUCTION ENTRANCE PER SUDAS - 9040.120 (3" NOMINAL MAXIMUM SIZE) FILTER SOCK (TYP) GRADING LIMITS (TYP) UNDERGROUND DETENTION AND OUTLET (POST-CONSTRUCTION MEASURE) 06GR-02 PLAN SEDIMENT CONTROL EROSION AND 10'20'0 GRAPHIC SCALE 40' NORTH P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ G R - 0 1 _ 0 2 . d w g 5/ 2 / 2 0 2 4 1 2 : 5 7 P M LEGEND: SILT FENCE BELOW GRADE INTAKE PROTECTION (POST PAVING) FILTER SOCK DISCHARGE LOCATIOND ITEM QUANTITY UNIT SILT FENCE 958 LINEAR FEET SILT FENCE OR MULCH LOG 6 EACH BELOW GRADE INTAKE PROTECTION (POST PAVING)5 EACH STAGING AREA 1 EACH DUMPSTER 1 EACH PORTABLE RESTROOM 1 EACH WASH OUT 1 EACH TYPE 4 SEED / TEMPORARY STABILIZATION 5690 SQ FT SOD / FINAL STABILIZATION 5690 SQ FT DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 14 DISCHARGE PONT #1 TOTAL AREA DISTURBED TO DISCHARGE POINT 1.07 ACRES STORAGE VOLUME REQUIRED (1.07 OF ACRES/3600 CU FT)3,852 CU FT VOL PROVIDED IN SILT FENCE (606 LF @ 4.5 CU FT/LF OF FENCE)2,727 CU FT VOL PROVIDED IN SILT FENCE (160 LF @ 9.0 CU FT/LF OF FENCE)1,440 CU FT TOTAL VOLUME PROVIDED 4,167 CU FT DISCHARGE POINT SUMMARY STABILIZATION QUANTITIES 1. ALL DEBRIS SPILLED ONTO THE STREET SHALL BE PICKED UP AT THE END OF EACH WORK DAY AND PRIOR TO THE RAIN EVENT. 2. MINIMUM TOPOSOIL RESPREAD REQUIREMENT OF GP#2 WILL BE MET WITH SUDAS SPEC 2010 FOR ON-SITE TOPSOIL. 3.CONTRACTOR SHALL USE TYPE 4 SEED FOR ALL DISTURBED AREAS FOR TEMPORARY STABILIZATION. 4.CONTRACTOR SHALL USE SOD FOR FINAL STABILIZATION. NOTES CO CO 1049.84 TC 1048.51 TC SE A L I C E ' S R O A D PROPOSED BUILDING 3,147 SF FFE=1050.50 ST-402 (SW-511) RIM ELEV. = 1048.54 INV. OUT (S) = 1045.35 (P-402) N: 7492979.0663 E: 18462843.5059 P-402 52 LF OF 15" RCP @ 0.50% ST-103 (SW-501) BOC ELEV. = 1050.14 INV. OUT (E) = 1046.11 (P-103) N: 7492929.0663 E: 18463000.0093 P-103 27 LF OF 15" RCP @ 1.00% ST-102 (SW-401) RIM ELEV= 1049.83 INV. IN (W) = 1045.84 (P-103) INV. OUT (S) = 1045.74 (P-102) N: 7492927.9683 E: 18463028.0015 P-102 64 LF OF 15" RCP @ 1.00% P-100 25 LF OF 15" RCP @ 0.50% EX-INT (SW-503) BOC ELEV. = 1049.62 INV. IN (W) = 1044.00 (P-100) INV. IN (N)=1044.40 EXISTING INV. IN (E)=1044.15 EXISTING INV. OUT (S)=1043.90 EXISTING N: 7492846.8297 E: 18463092.8017 20.0' SANITARY EASEMENT 10.0' OVERLAND FLOWAGE EASEMENT BOOK 2004 PAGE 16172 20.0' PRIVATE STORM SEWER EASEMENT PROPOSED TRANSFORMER 44.5 LF OF (2) 3" CONDUITS - SECONDARY ELECTRIC SERVICE 85 LF OF 6" @ 2.00% GREASE INTERCEPTOR FL =1042.90 (REFER TO MEP) 31 LF OF 6" @ 4.50 % 141 LF OF GAS SERVICE 151 LF OF 6" PVC WATER SERVICE 100 LF OF 6" @ 2.00% 45° BEND 45° BEND 20 LF OF 6" HDPE ROOF DRAIN @ % FIRE HYDRANT 34 LF OF 6" PVC WATER SERVICE ST-301 (30" NYLOPLAST BASIN W/3' x 2' CURB INLET STANDARD GRATE) BOC ELEV. = 1049.32 SUMP ELEV. = 1042.99 INV ELEV. = 1044.99 N: 7492876.0672 E: 18462843.0059 SEE DETAIL DT-03 ST-201 (30" NYLOPLAST BASIN W/3' x 2' CURB INLET STANDARD GRATE) BOC ELEV. = 1049.68 SUMP ELEV.= 1042.99 INV. ELEV.= 1044.99 N: 7492847.5672 E: 18463028.0090 SEE DETAIL DT-03 150' HYDRANT RADIUS CRITICAL CROSSING BOTTOM OF STORM=1045.10 TOP OF SANITARY=1042.29 CRITICAL CROSSING BOTTOM OF SANITARY=1043.92 TOP OF WATER=1042.42 CRITICAL CROSSING BOTTOM OF SANITARY=1044.08 TOP OF WATER=1042.58 CRITICAL CROSSING BOTTOM OF STORM=1046.85 TOP OF WATER=1044.20 CRITICAL CROSSING BOTTOM OF SANITARY=1042.62 TOP OF WATER=1044.12 CRITICAL CROSSING BOTTOM OF STORM=1045.23 TOP OF WATER=1043.73 CRITICAL CROSSING BOTTOM OF STORM=1045.57 TOP OF SANITARY=1042.77 55 LF OF 6" HDPE ROOF DRAIN @ 5.00% DOWNSPOUT FL=1048.50 INSPECTION PORT (TYP.) CONNECT TO WATER STUB COORDINATE W/ SLIM CHICKENS CONTRACTOR AND PROJECT ENGINEER BLDG CONNECTION FL=1044.32 BLDG CONNECTION FL=1044.32 45° BEND FL=1043.86 45° BEND FL=1043.53 45° BEND FL=1043.10 45° BEND FL=1042.87 45° BEND FL=1043.29 6" WYE FL=1042.87 DOWNSPOUT FL=1048.50 1049.54 TS 1049.70 FG 1049.22 TS 1049.00 TS 1048.83 TS 1049.13 TS 1048.91 TS 1049.01 TS 1049.32 TS 1049.39 TS ISOLATOR ROW (TYP.) UNDERGROUND DETENTION VOLUME PROVIDED=12020 CF 100-YR ELEV=1046.46 ST-100 (30" NYLOPLAST BASIN W/30" SOLID STANDARD GRATE) RIM ELEV= 1049.70 SUBDRAIN INV. (S)=1044.13 INV. IN (N)=1045.09 INV. IN (W)=1045.09 INV. OUT (E) = 1044.13 (P-100) N: 7492854.0627 E: 18463065.0939 SEE DETAIL DT-04 ST-101 (30" NYLOPLAST BASIN W/30" SOLID STANDARD GRATE) RIM ELEV= 1049.54 SUMP ELEV.= 1042.99 INV. IN (N) = 1045.09 (P-102) INV ELEV. = 1044.99 N: 7492863.5627 E: 18463028.0015 SEE DETAIL DT-03 310 LF OF 6" HDPE PERFORATED UNDERDRAIN @ 0.25% ISOLATOR ROW (TYP.)FDC (REFER TO MEP) 15 LF OF 6" @ 2.00% S-1 (Cleanout) RIM ELEV= 1050.37 INV. IN (N) = 1042.32 INV. OUT (S) = 1042.32 N: 7492931.2991 E: 18463006.1478 TIE INTO EXISTING SANITARY SERVICE W/ CLEANOUT AND BEND @ FL=1040.32 (CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF SANITARY SERVICE) 6" FIRE SERVICE WITH GATE VALVE 4" DOMESTIC SERVICE WITH GATE VALVE 6"x4" WYE S-2 (Cleanout) RIM ELEV= 1050.37 INV. IN = 1040.42 INV. OUT = 1040.32 N: 7492861.0693 E: 18463077.3360 ST-401 (30" NYLOPLAST BASIN W/30" SOLID STANDARD GRATE) RIM ELEV= 1049.48 SUMP ELEV.= 1042.99 INV. IN (ROOF) = 1045.79 INV. IN (N) = 1045.09 (P-402) INV. OUT = 1044.99 N: 7492927.4672 E: 18462853.7669 PROPOSED LAYOUT 130 STORMTECH SC-740 CHAMBERS 22 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 9 STONE BELOW (in) 40 % STONE VOID 12,020 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 5624 SYSTEM AREA (ft²) 633 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS 1055.38 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 1049.38 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 1048.88 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 1048.88 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 1047.88 TOP OF STONE 1047.38 TOP OF SC-740 CHAMBER 1045.63 15" TOP MANIFOLD/CONNECTION INVERT 1044.99 15" BOTTOM MANIFOLD/CONNECTION INVERT 1044.89 24" ISOLATOR ROW PLUS CONNECTION INVERT 1044.88 BOTTOM OF SC-740 CHAMBER 1044.13 UNDERDRAIN INVERT 1044.13 BOTTOM OF STONE DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 1407UT-01 NORTH P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ U T - 0 1 . d w g 5/ 2 / 2 0 2 4 1 2 : 5 8 P M 10'20'0 GRAPHIC SCALE 40' UTILITY PLAN NOTE: 1.MEP AND CONTRACTOR TO ENSURE SAMPLE PORTS, CLEANOUTS, AND VENTS ADHERE TO WRA INSTALLATION REGULATIONS AND SIZING PER WRA REGULATIONS CO CO 1049.84 TC 1048.51 TC+0 00 +1 00 + 2 00 + 3 0 0 +4 00 +5 00 +6 00 + 7 00 +8 00 + 9 00 + 9 28 DSXW2 30K WALL PACK EDGE OF PAVING STA:2+30.91, O:28.9 L N: 7492877.99 E: 18462945.77 14' MOUNTING HEIGHT DSX1 P5 30K BLC4 EDGE OF PAVING STA:8+95.41, O:3.0 R N: 7493000.07 E: 18462866.39 22' MOUNTING HEIGHT DSX1 P5 30K BLC4 EDGE OF PAVING STA:7+67.07, O:3.0 R N: 7493000.07 E: 18462963.03 22' MOUNTING HEIGHT DSX1 P5 30K BLC4 EDGE OF PAVING STA:6+70.52, O:3.0 R N: 7493000.07 E: 18463059.58 22' MOUNTING HEIGHT DSXW2 30K WALL PACK EDGE OF PAVING STA:2+72.64, O:28.6 L N: 7492877.97 E: 18462984.57 14' MOUNTING HEIGHT DSX1 P5 30K T2M EDGE OF PAVING STA:4+06.23, O:2.8 R N: 7492891.84 E: 18463076.15 22' MOUNTING HEIGHT DSX1 P5 30K BLC4 EDGE OF PAVING STA:0+98.18, O:6.0 R N: 7492889.98 E: 18462836.96 22' MOUNTING HEIGHT DSXW2 30K WALL PACK EDGE OF PAVING STA:7+89.33, O:63.2 L N: 7492916.07 E: 18462961.09 14' MOUNTING HEIGHT 08LI-01 LIGHTING PLAN NORTH P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ L I - 0 1 . d w g 5/ 2 / 2 0 2 4 1 2 : 5 8 P M 10'20'0 GRAPHIC SCALE 40' DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 14 09LI-02 LIGHTING CUT SHEETS P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ L I - 0 1 . d w g 5/ 2 / 2 0 2 4 1 2 : 5 8 P M DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 14 CO CO 1049.84 TC 1048.51 TC SODSOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD MULCH MULCH MULCH MULCH MULCH MULCH MULCH MULCH MULCH EDGING EDGING EDGING EDGING ROCK BED SCREEN WALL (SEE ARCH.) GB 1 KC 1 BX 3 GM 4 BX 8 GM 4 BX 2 GL 6 GM 5 GM 4 BX 3 BH 2 SH 1 PE 1 PE 1SH 1 KF 5 KF 5 SS 4 HS 6 CS 2 PM 7 SS 4 DN 3 KF 6 KF 2 GM 4 LL 2 KF 6 RO 1 GB 1 KC 1 PM 4 PM 3 KF 8 10LA-01 LANDSCAPE PLAN 15'30'0 GRAPHIC SCALE 60' NORTH P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ L A - 0 1 . d w g 5/ 2 / 2 0 2 4 1 2 : 5 9 P M DECIDUOUS SHRUB (PRUNE DEAD OR DAMAGED BRANCHES AS NECESSARY) 2x ROOTBALL DIAMETER 2x ROOTBALL DIAMETER ALL MATERIALS AS SPECIFIED, SEE PLANTING PLAN FOR SPACING UNDISTURBED SOIL PLANTING SOIL MIX AS SPECIFIED SCARIFY SIDES AND BOTTOM OF PLANTING PIT BALL AND BURLAP, CUT ALL CORDS AND REMOVE COVERING FROM PLANT BEFORE INSTALLING PLANT ROOT COLLAR 1" ABOVE GRADE ROOT BALL (CONTAINER GROWN) REMOVE ENTIRE CONTAINER BEFORE INSTALLATION 3" DEPTH HARDWOOD MULCH, AS SPECIFIED DETAIL: SHRUB PLANTING 1/2" = 1'-0" UNDISTURBED SOIL PLANTING SOIL MIX AS SPECIFIED SCARIFY SIDES AND BOTTOM OF PLANTING PIT REMOVE TOP 1/3 OF BURLAP, TWINE, ROPE AND BASKET FROM ROOTBALL 3" DEPTH HARDWOOD MULCH, AS SPECIFIED ROOT FLARE 1" ABOVE GRADE, MINIMUM ARBOR TIE OR EQUIVALENT, AS SPECIFIED DECIDUOUS TREE, PRUNE DEAD OR DAMAGED BRANCHES AS NECCESSARY 2x ROOTBALL DIAMETER STAKING ORIENTATION 2 STAKES - 3" CAL. OR LESS 3 STAKES - GREATER THAN 3" CAL. 2 STAKES 3 STAKES N N ROOT BALL SHALL BE SET ON UNDISTRUBED SOIL RUBBER HOSE STAKING WIRE STEEL FENCE POST DETAIL: DECIDUOUS TREE PLANTING 1/2" = 1'-0" UNDISTURBED SOIL PLANTING SOIL MIX AS SPECIFIED SCARIFY SIDES AND BOTTOM OF PLANTING PIT REMOVE TOP 1/3 OF BURLAP, TWINE, ROPE AND BASKET FROM ROOTBALL 3" DEPTH HARDWOOD MULCH, AS SPECIFIED ROOT BASE 1" ABOVE GRADE, MINIMUM STEEL FENCE POST ARBOR TIE OR EQUIVALENT, AS SPECIFIED 2x ROOTBALL DIAMETER STAKING WIRE RUBBER HOSE EVERGREEN TREE, DO NOT CUT OR DAMAGE LEADER, PRUNE DEAD OR DAMAGED BRANCHES AS NECCESSARY STAKING ORIENTATION 2 STAKES - 6' OR LESS 3 STAKES - GREATER THAN 6' 2 STAKES 3 STAKES N N ROOT BALL SHALL BE SET ON UNDISTURBED SOIL DETAIL: EVERGREEN TREE PLANTING 1/2" = 1'-0"3 1 2 DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 14 LANDSCAPING OPEN SPACE REQUIREMENTS CALCULATION PLANTS REQUIRED TOTAL PLANTS PROPOSED 1 TREE PER 1,000 SF OF REQ. OPEN SPACE x (4,674 / 1,000) = 4.7 =5 TREES 5 TREES MIN. 50% SHALL BE OVERSTORY 5 x 50%= 3 OVERSTORY 3 OVERSTORY MIN. 25% SHALL BE EVERGREEN 5 x 25%= 2 EVERGREEN 2 EVERGREEN 0 ORNAMENTAL 1 SHRUB PER 1,000 SF OF REQ. OPEN SPACE x (4,674 / 1,000) = 4.7 =5 SHRUBS 5 SHRUBS 1 TREE PER 40 LF OF STREET FRONTAGE x (159 LF / 40) = 4.0 =4 TREES 4 TREES *CONTINUOUS SHRUB BUFFER OR 36" BERM REQUIRED ON STREET FACING PARKING STALLS LANDSCAPE NOTES: 1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE. 2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS INCLUDING RIGHT-OF-WAY, UNLESS NOTED OTHERWISE. SOD LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES. 3.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS. 4.IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE ALL QUANTITIES FOR THE WORK SHOWN. 5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 6.CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF INITIAL ACCEPTANCE. . 7.FOR WARRANTY PURPOSES, THE DATE OF INITIAL ACCEPTANCE SHALL BE SUBMITTED IN WRITING TO THE OWNER AND/OR OWNER'S REPRESENTATIVE AFTER ALL PLANT MATERIALS HAVE BEEN INSTALLED AND REVIEWED BY OWNER OR OWNER'S REPRESENTATIVE. PLANT MATERIALS WILL ONLY BE ACCEPTED IF THEY ARE IN AN ALIVE AND THRIVING CONDITION. 8.CONDITIONAL ACCEPTANCE OF PLANT MATERIAL MAY BE GIVEN FOR PLANTS INSTALLED IN A DORMANT CONDITION WITH INITIAL ACCEPTANCE OCCURRING THE FOLLOWING SPRING ONCE THEY ARE SHOWN TO BE ALIVE AND THRIVING. 9.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS (INCLUDING SIZING INFORMATION) MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE. 10.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED. 11.STAKING AND GUYING OF TREES SHALL BE AT THE DISCRETION OF THE CONTRACTOR BASED ON CURRENT ACCEPTED NURSERY STANDARDS. GENERALLY, TREES IN LARGE OPEN AREAS SUBJECT TO SIGNIFICANT WIND SHALL BE STAKED. STAKE AND WRAP TREES IMMEDIATELY AFTER PLANTING. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. REMOVE ALL STAKES AND GUY WIRES NO MORE THAN ONE YEAR AFTER INSTALLATION. 12.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES. 13.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. 14.SPADE CUT PLANTING BEDS WHERE INDICATED, CUT 4" DEEP VERTICAL CUT WITH A 45 DEGREE BACK CUT. 15.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS. 16.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH. 17.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED. 18.AS NOTED ON PLAN, THE PARKING LOT ISLAND AREA ADJACENT TO THE ELECTRICAL TRANSFORMER SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 3" THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE). SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTION DEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TO MAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE) PLANTING SCHEDULE IRRIGATION NOTES: ·FOR BIDDING PURPOSES, THIS PROJECT DOES NOT INCLUDE A SITE IRRIGATION SYTEM. ·CONTRACTOR SHALL SUBMIT TO THE OWNER OR OWNER'S REPRESENTATIVE A SEPARATE PROPOSAL FOR A SITE IRRIGATION SYSTEM. PROPOSAL SHALL BE DESIGN/BUILD FOR A COMPLETE OPERATIONAL IRRIGATION SYSTEM APPROPRIATE FOR THE SITE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN, COORDINATION, TESTING, PERMITS, INSPECTIONS, ETC. NOTE: MINIMUM INSTALLED HEIGHT FOR OVERSTORY TREES IS 8' MINIMUM INSTALLED HEIGHT FOR UNDERSTORY AND EVERGREEN TREES IS 6' GRANITE BOULDERS: APPROXIMATE 24"-36" DIAMETER, DO NO SET DIRECTLY ON FINISHED GRADE, BURY APPROXIMATELY 1/3 OF EACH STONE FOR NATURAL APPEARANCE. DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 1411DT-01 NORTH P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ D T - 0 1 . d w g 5/ 2 / 2 0 2 4 1 2 : 5 9 P M 10'20'0 GRAPHIC SCALE 40' DETAILS FORM GRADE ELEV. Slope as per plans 71 2'' 41 2'' 6" 3" R 3" REFER TO PLANS 2'-0" 5'-6" 1'-6" 2'-4"10" 1'-6" 2' - 4 " 6' - 8 " 1' - 6 " 4" 1' - 8 " 10 " 1' - 4 " 7" 9" 2" 4" 2'-2" 61° 61° 4" 4" 4" TY P . 114° 94° R6" RE F E R T O P L A N S 3" 18" DIA. 3' - 0 " 4" WIDE WHITE PAINT STRIPES PAINT WHITE PAINT ROYAL BLUE PAINT WHITE PARKING SPACE CENTERLINE NOTE: CENTER PAINTED SYMBOL IN THE MIDDLE OF PARKING SPACE OPENING. ACCESSIBLE PARKING SPACE PAINT DETAIL ACCESSIBLE PARKING SIGNAGE CONCRETE PAVING 3000 PSI CONCRETE FOOTING PO L E H E I G H T ACCESSIBLE PARKING SIGN DETAIL GALVANIZED U-CHANNEL OR ROUND SIGN POST WITH CAP AND WEEP HOLE. EMBED IN PCC 2' MIN. HDPE BOLLARD COVER W/ REFLECTIVE TAPE 6" DIA SCH 40 STEEL PIPE. GALVANIZED W/ DOMED CONCRETE TOP EXPANSION JOINT 9" 12 " 45. 0 ° PRE-MANUFACTURED CAST IRON CAP TOP - FIT FOR INSIDE 8" CAST IRON PIPE BELL FINISHED GRADE 8"Ø HDPE STORM PIPING BUILDING LIMITS 5" 5" 9" Ø9" 1" BUILDING LIMITS PRE-MANUFACTURED CAP TOP CUT TO FIT AND MATCH DOWNSPOUT SIZE CL TOP VIEW SIDE VIEW 6" 6" PAVING PER PLANS COMPACTED FILL 1 2" FLEXIBLE, LIGHT WEIGHT, NON-STAINING POLYETHYLENE CLOSED CELL EXPANSION JOIN FILLER COMPACTED SUBGRADE 12"24" 1 2" OF APPROVED JOINT SEALANT MATERIAL 6" 6" R 1"1" BRICK PIER HORIZONTAL COMPOSITE WOOD FENCING NO SCALE 3" 18" DIA. 3' - 0 " CONCRETE PAVING 3000 PSI CONCRETE FOOTING 3' - 6 " HDPE BOLLARD COVER W/ REFLECTIVE TAPE 6" DIA SCH 40 STEEL PIPE. GALVANIZED W/ DOMED CONCRETE TOP EXPANSION JOINT 5' DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 1412DT-02 NORTH P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ D T - 0 1 . d w g 5/ 2 / 2 0 2 4 1 2 : 5 9 P M 10'20'0 GRAPHIC SCALE 40' DETAILS DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 1413DT-03 NORTH P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ D T - 0 1 . d w g 5/ 2 / 2 0 2 4 1 2 : 5 9 P M 10'20'0 GRAPHIC SCALE 40' DETAILS 14DT-04 NORTH P: \ 2 0 2 3 0 0 1 4 5 3 - 0 0 0 \ 0 4 - D r a w i n g s \ C i v i l \ P l a n s \ D T - 0 1 . d w g 5/ 2 / 2 0 2 4 1 2 : 5 9 P M 10'20'0 GRAPHIC SCALE 40' DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. HAWAIIAN BROS SITE PLAN WAUKEE, IOWA 2023001453 MARCH 05, 2024 T. SMITH T. SMITH MARCH 29, 2024 APRIL 17, 2024 . . . 14 DETAILS FIRST FLOOR 100'-0" LOW ROOF 114'-6" HIGH PARAPET 121'-0" LOW PARAPET 118'-6" MID PARAPET 120'-0" 4 1 2 3 3 2 1 6 1 FIRST FLOOR 100'-0" LOW ROOF 114'-6" HIGH PARAPET 121'-0" LOW PARAPET 118'-6" MID PARAPET 120'-0" 3 2 1 6 6 6 2 3 6 4 1 6 FIRST FLOOR 100'-0" LOW ROOF 114'-6" HIGH PARAPET 121'-0" LOW PARAPET 118'-6" MID PARAPET 120'-0" 6 3 414 6 6 6 6 1 3 2 6 1 4 6 2 3 6 FIRST FLOOR 100'-0" LOW ROOF 114'-6" LOW PARAPET 118'-6" MID PARAPET 120'-0" 3 6 4 6 1 3 2 EXTERIOR MATERIAL KEY EIFS MFR: STOCAST TEXTURE: SANDBLAST (SEE DETAIL ON SHEET FOR REVEALS) COLOR: PAINTED SW6767 AQUARIUM VINYL SCREEN PATTERN: WAVE GRAPHIC FRAME AND SIGNAGE PROVIDED BY SIGNAGE VENDOR COLOR: WHITE/GRAY THIN BRICK MFR: GLEN-GERY STYLE: EXTRUDED TEXTURE: SMOOTH COLOR: ASPEN WHITE (GROUT COLOR: G-501) THIN BRICK MFR: GLEN-GERY STYLE: EXTRUDED TEXTURE: SMOOTH COLOR: ROMERO (GROUT COLOR: G-501) WOOD LOOK ALUMINUM SIDING & SOFFIT (LONGBOARD) PRODUCT: LONGBOARD 6" -V-GROOVE SIDING PANEL MATERIAL: HEAVY GAUGE ALUMINUM COLOR: DARK NATIONAL WALNUT METAL STRUCTURE COLOR: PAINTED SW7674 PEPPERCORN METAL COPING MATERIAL: PAC CLAD 24 GUAGE STEEL COLOR: CHARCOAL 1 2 3 4 5 6 6 GENERAL NOTES 1. ALL SIGNAGE SHOWN IS TO BE REVIEWED AND APPROVED WITH A SEPARATE SIGNAGE PERMIT PER AHJ. MATERIAL CALCULATIONS WEST ELEVATION SE ALICE'S RD 199 SF THIN BRICK VENEER (GRAY)(27%) 41 SF THIN BRICK VENEER (WHITE)(6%) 102 SF LONGBOARD (14%) 199 SF EIFS (27%) 176 SF STOREFRONT/GLAZING (24%) 19 SF PRE-FINISHED METAL COPING, ETC.(2%) 736 SF TOTAL =(100%) EAST ELEVATION 20 SF THIN BRICK VENEER (GRAY)(2%) 139 SF THIN BRICK VENEER (WHITE)(20%) 28 SF HOLLOW METAL DOOR (4%) 345 SF LONGBOARD (49%) 146 SF EIFS (21%) 29 SF PRE-FINISHED METAL COPING, ETC.(4%) 707 SF TOTAL =(100%) SOUTH ELEVATION 437 SF THIN BRICK VENEER (GRAY)(25%) 195 SF THIN BRICK VENEER (WHITE)(11%) 381 SF LONGBOARD (22%) 538 SF EIFS (30%) 149 SF STOREFRONT/GLAZING (9%) 50 SF PRE-FINISHED METAL COPING, ETC.(3%) 1,750 SF TOTAL =(100%) NORTH ELEVATION 761 SF THIN BRICK VENEER (GRAY)(43%) 293 SF THIN BRICK VENEER (WHITE)(16%) 452 SF LONGBOARD (25%) 99 SF EIFS (6%) 130 SF STOREFRONT/GLAZING (7%) 45 SF PRE-FINISHED METAL COPING, ETC.(3%) 1,780 SF TOTAL =(100%) TOTAL BUILDING 1,417 SF THIN BRICK VENEER (GRAY)(29%) 668 SF THIN BRICK VENEER (WHITE)(13%) 1,280 SF LONGBOARD (26%) 982 SF EIFS (20%) 455 SF STOREFRONT/GLAZING (9%) 143 SF PRE-FINISHED METAL COPING, ETC.(3%) 28 SF HOLLOW METAL DOOR (>1%) 4,973 SF TOTAL =(100%) PROJECT INFORMATION PROFESSIONAL SEAL SHEET NUMBER JOB NUMBER PRELIMINARY DATES NO T F O R C O N S T R U C T I O N 3/ 2 7 / 2 0 2 4 4 : 3 6 : 4 4 P M C: \ R e v i t L o c a l \ 2 3 0 2 6 5 6 0 0 _ A r c h _ C e n t r a l _ ( V 2 3 ) _ n o l a n . g al l i m o r e . r v t X2.0 EXTERIOR ELEVATIONS 230265600 PR O P O S E D Q U I C K S E R V E R E S T A U R A N T F O R : HA W A I I A N B R O S - S T R : # # # 10 0 5 S E A L I C E ' S R D ● W A U K E E , I A 5 0 2 6 3 MAR. 1, 2024 MAR. 27, 2024 SCALE:1/4" = 1'-0" WEST ELEVATION SE ALICE'S RD SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE:1/4" = 1'-0" EAST ELEVATION