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HomeMy WebLinkAbout2021-02-16-I05 Hyper Energy Bar_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: February 16, 2021 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Hyper Energy Bar (1025 SE Laurel Street) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Heart of America Group, requests approval of a site plan for a 512 square feet building that will contain a coffee/energy drink shop. The business will not contain any interior customer space. Customers will purchase drinks via the drive-thru windows on the north and south sides of the building or at the walk-up window on the west side of the building. A trash enclosure is provided on the west side of the site. Access to the site will be via SE Laurel Street and from a private drive that connects to the existing site to the east. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Plan Ordinance. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the February 9, 2021 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Hyper Energy Bar (1025 SE Laurel Street) Senior Planner, Andy Kass, introduced the request for approval of a site plan for Hyper Energy Bar as submitted by the applicants, Waukee Town Center, LLC and Heart of America Group. The subject property is generally located north of SE Laurel Street and west of SE Alice’s Road, containing approximately 0.89 acres. Mr. Kass advised that the project includes construction of a proposed building approximately 512 square feet in size, with an overall height of 16 feet. A drive-thru window is provided on both the north and south sides of the building in what is known as a California Style Drive-thru. A walk-up window is located on the west side of the building with the intent to not have service interior to the building. Access to the site is provided to the west off of SE Laurel Street and to the east through the Tommy’s Car Wash site. A total of 7 parking spaces are shown on the site plan exceeding the requirement of 5. Public utilities will service the site and Stormwater will be detained in a regional basin to the north of the site. All landscape, lighting, open space, and elevation ordinance requirements have been met at this time. I5 Staff recommends approval of the site plan subject to remaining staff comments and review of the legal documents.  Commissioner Koshy questioned what the construction timeline is for SE Laurel Street. Mr. Kass advised that SE Laurel Street should be completed late summer of 2021 as a joint venture between the City and the developer. At this time Access is unavailable to Hickman. Brad Deets, Director of Development provided a clarifying comment that a separate developer owns the land necessary to make the connection to Hickman Road and there is some hesitation about providing the necessary easements regarding competition and providing access and having to maintain an access that someone else uses. Staff continues to work to obtain the ability to see SE Laurel street outlet to Hickman Road.  Commissioner Hoifeldt questioned if there was an option for outdoor seating. Mr. Kass advised it was not called out, but that there was space if they decided to add it.  Commissioner Broderick questioned if this set a precedent for cutting through the car wash site for other lots as well. Mr. Kass advised that the connection is necessary at this point in time. That may change as other lots develop and access is available away from the site. Commissioner Hoifeldt moved to approve the Site Plan for Hyper Energy Bar [1025 SE Laurel Street] subject to any remaining staff comments. Commissioner Koshy seconded the motion. Ayes: Streit, Koshy, Broderick, Ward, and Hoifeldt. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff is working with the applicant to address the last remaining comments that are minor in nature. 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, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2021- APPROVING THE SITE PLAN FOR HYPER ENERGY BAR (1025 SE LAUREL STREET) 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 Hyper Energy Bar, subject to remaining staff comments on February 9, 2021; AND, WHEREAS, the Site Plan for Hyper Energy Bar is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Hyper Energy Bar 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 16th day of February, 2021 that the Site Plan for Hyper Energy Bar 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 R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Hyper Energy Bar – Site Plan PREPARED BY: Andy Kass, AICP – Senior Planner REPORT DATE: February 5, 2021 MEETING DATE: February 9, 2021 GENERAL INFORMATION Applicant / Owner: Waukee Towne Center, LLC (owner) & Heart of America Group(applicant) Engineer: Ed Arp, PLA with Civil Engineering Consultants, Inc. Request: The applicant is requesting approval of a site plan for a coffee shop. Location and Size: Property is located north of SE Laurel Street and west of SE Alice’s Road, containing approximately 0.89-acres. Property Address: 1025 SE Laurel Street AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. February 5, 2021 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 & Highway Service Commercial) / PD-1 (Planned Development Overlay) & C-1A (Neighborhood Commercial District) / PD-1 (Planned Development Overlay) North Waukee Market Place Community Commercial C-1 (Community & Highway Service Commercial) / PD-1 (Planned Development Overlay) South Vacant – Undeveloped Neighborhood Commercial C-1 (Community & Highway Service Commercial) / PD-1 (Planned Development Overlay) & C-1A (Neighborhood Commercial District) / PD-1 (Planned Development Overlay) East Tommy’s Car Wash Community Commercial M-1 (Light Industrial District) West Vacant – Undeveloped Community Commercial C-1 (Community & Highway Service Commercial) / PD-1 (Planned Development Overlay) & C-1A (Neighborhood Commercial District) / PD-1 (Planned Development Overlay) HISTORY The subject property is located within the Waukee Towne Center development located south of Hickman Road and west of SE Allice’s Road. Improvements for the plat are currently underway including an extension of SE Laurel Street and utility extensions. PROJECT DESCRIPTION The site plan identifies the construction of a 512 square foot building for a coffee and energy drink shop. The building has an overall height of 16-feet. A drive-thru window is provided on both the north and south sides of the building. A walk-up window is provided on the west side of the building. There will be no service inside of the building. ACCESS AND PARKING Access to the site will be provided on the west side of the property from SE Laurel Street. Additional access will be provided from the existing Tommy’s Car Wash site to the east. The proposed building requires a total of 5 parking spaces. The site plan identifies 7 parking spaces provided on the north side of the building. February 5, 2021 3 of 3 SIDEWALKS/TRAILS A 5-foot-wide sidewalk will be constructed on the east side of SE Laurel Street. A connection from the sidewalk along the street is provided into the site. UTILITIES Sanitary sewer and water services exist on-site. Stormwater detention for this site will be provided in a pond located north of the building. The pond is owned and maintained by the owners association for the development. 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 48%. The plantings shown on the landscape plan meet the minimum requirements of the Landscape & Open Space Ordinance. ELEVATIONS Colored building elevations are included for review. The building is proposed to be constructed with stone and architectural metal paneling. The metal paneling has variation in colors including black and walnut finishes. PHOTOMETRIC PLAN A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan Ordinance. STAFF RECOMMENDATION Staff recommends approval of the site plan for Hyper Energy Bar subject to remaining staff comments. CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . mail@ceclac.comPRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY PRELIMINARY PRELIMINARY Sheet List Table Sheet Number Sheet Title 1 COVER 2 NOTES 3 DIMENSION PLAN 4 GRADING PLAN 5 GRADING DETAILS 6 UTILITY PLAN 7 LANDSCAPE PLAN 8 SWPPP NOTES 9 SWPPP 10 SWPPP DETAILS Q:\A-FILES\A-2000\A2088\_C3D Drawings\Construction Documents\Site Plan\A2088 (01) COVER.dwg, 2/8/2021 1:09:30 PM, smckinley, 1:1 CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . mail@ceclac.comPRELIMINARY - NOT FOR CONSTRUCTIONQ:\A-FILES\A-2000\A2088\_C3D Drawings\Construction Documents\Site Plan\A2088 (01) COVER.dwg, 2/8/2021 1:09:31 PM, smckinley, 1:1 NOPARKING3 CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . mail@ceclac.comPRELIMINARY - NOT FOR CONSTRUCTIONQ:\A-FILES\A-2000\A2088\_C3D Drawings\Construction Documents\Site Plan\A2088 (02) DIM.dwg, 2/8/2021 1:10:06 PM, smckinley, 1:1 NOPARKINGCECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . mail@ceclac.comPRELIMINARY - NOT FOR CONSTRUCTIONQ:\A-FILES\A-2000\A2088\_C3D Drawings\Construction Documents\Site Plan\A2088 (03) GRADING.dwg, 2/8/2021 1:10:12 PM, smckinley, 1:1 NOPARKINGCECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . mail@ceclac.comPRELIMINARY - NOT FOR CONSTRUCTIONQ:\A-FILES\A-2000\A2088\_C3D Drawings\Construction Documents\Site Plan\A2088 (03A) SPOT DETAILS.dwg, 2/8/2021 1:11:21 PM, smckinley, 1:1 NOPARKINGCECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . mail@ceclac.comPRELIMINARY - NOT FOR CONSTRUCTIONQ:\A-FILES\A-2000\A2088\_C3D Drawings\Construction Documents\Site Plan\A2088 (04) UTILITY.dwg, 2/8/2021 1:11:43 PM, smckinley, 1:1 NOPARKINGCECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . mail@ceclac.comPRELIMINARY - NOT FOR CONSTRUCTIONMARK Botanical name QUAN.SIZE ROOT REMARKS COMMON NAME TYPE CA Calamagrostis acutiflora 'Karl Foerster'69 2 GAL.CONT.2' OC, MULCH BED KARL FOERSTER GRASS CC Cercis canadensis 3 1" TO B&B MATCHED, SPECIMEN, TREE FORM EASTERN REDBUD 1.5" CAL.15' OC LT Liriodendron tulipfera 'JFS-Oz'3 1.5" TO B&B MATCHED, SPECIMEN EMERALD CITY TULIP TREE 2" CAL. PC Panicum virgatum 'Cheyenne Sky'68 2 GAL.CONT.1.4' OC., MULCH BED CHEYENNE SKY SWITCH GRASS PH Panicum virgatum 'Heavy Metal'91 2 GAL.CONT.2' OC., MULCH BED HEAVY METAL SWITCH GRASS PS Panicum virgatum 'Shenandoah'8 2 GAL.CONT.2' OC., MULCH BED SHENANDOAH SWITCH GRASS QA Quercus alba 1 1.5" TO B&B SPECIMEN WHITE OAK 2" CAL. QB Quercus bicolor 1 1.5" TO B&B SPECIMEN SWAMP WHITE OAK 2" CAL. QR Q. robur x Q. alba 'Crimschmidt'2 1.5" TO B&B MATCHED, SPECIMEN CRIMSON SPIRE OAK 2" CAL.28' OC SB Spirea betulifolia 'Tor'13 3 GAL.CONT.MATCHED, SPECIMEN TOR JAPANESE SPIREA 4' OC Q:\A-FILES\A-2000\A2088\_C3D Drawings\Construction Documents\Site Plan\A2088 (05) LAND.dwg, 2/8/2021 1:12:50 PM, smckinley, 1:1 SB · · · · ·CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . mail@ceclac.comNPDES PERMIT DISCHARGECITY OF WAUKEE GRADING38612-38247Q:\A-FILES\A-2000\A2088\_C3D Drawings\Construction Documents\Site Plan\A2088 (03) GRADING.dwg, 2/8/2021 1:13:03 PM, smckinley, 1:1 NOPARKINGCECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . mail@ceclac.comNPDES PERMIT DISCHARGECITY OF WAUKEE GRADING38612-38247Q:\A-FILES\A-2000\A2088\_C3D Drawings\Construction Documents\Site Plan\A2088 (03) GRADING.dwg, 2/8/2021 1:13:05 PM, smckinley, 1:1 CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comNPDES PERMIT DISCHARGECITY OF WAUKEE GRADING38612-38247Q:\A-FILES\A-2000\A2088\_C3D Drawings\Construction Documents\Site Plan\SWPPP DETAILS.dwg, 2/8/2021 1:13:20 PM, smckinley, 1:1 1 A2.03NOT TO SCALECOLORED ELEVATION - SOUTH2A2.03NOT TO SCALECOLORED ELEVATION - WESTSTRUCTURAL STEEL ROOF SCREEN PAINTED BLACK -TO BE INFILLED WITH MTL-02 CANOPY WITH FASCIA DRAIN ANDSCUPPER OR APPROVED EQUAL BYMODULAR MANUFACTURER. ALLDETAILS & INSTALLATION METHODSPER MANF. SPECS. BASIS OF DESIGN:MAPES SUPER LUMIDECK FLAT SOFFITCANOPYSIGNAGE LOCATION - CONSULT WITH OPERATOR FORDETAILSPRE-FINISHED METAL WRAPPED CORNICE - COLORTO MATCH MTL-01PRE-FINISHED METAL WRAPPEDCORNICE WITH INTEGRATED LEDLIGHT - COLOR TO MATCH MTL-01GENERAL NOTES:1.PROVIDE DEDICATED CIRCUIT AT ALL BUILDING SIGNAGELOCATIONS2.ALL EXPOSED FLASHINGS AND METALWORK TO BE BLACKANODIZED, OR TO MATCH.SDG-01ALPOLIC ACM PANEL RAIN SCREEN.FINISH: WALNUTSTN-01ELDORADO STONE - EUROPEAN LEDGEFINISH: QAW RIO ALEONMTL-01ALPOLIC ACM PANEL RAIN SCREEN.FINISH: BLACKMTL-02MCNICHOLS PERFORATED METAL - HANOVER SQUARE 2046NOTE: THIS IS A PREFABRICATED MODULAR FACILITYEXTERIOR FINISH LEGENDMTL-02STN-01MTL-01MTL-01STN-01SDG-01SDG-01MTL-01OVERALL+0'-0"GRADE-0'-4"T.O. PARAPET+12'-0"T.O. SCREEN+16'-0"OVERALL+0'-0"GRADE-0'-4"T.O. PARAPET+12'-0"T.O. SCREEN+16'-0"OVERALL+0'-0"GRADE-0'-4"T.O. PARAPET+12'-0"T.O. SCREEN+16'-0"3A2.03NOT TO SCALECOLORED ELEVATION - EAST CANOPY WITH FASCIA DRAIN ANDSCUPPER OR APPROVED EQUAL BYMODULAR MANUFACTURER. ALLDETAILS & INSTALLATION METHODSPER MANF. SPECS. BASIS OF DESIGN:MAPES SUPER LUMIDECK FLAT SOFFITCANOPYSIGNAGE LOCATION - CONSULT WITH OPERATOR FORDETAILSMATERIALMATERIAL PERCENTAGES:TOTAL SF = 150 SFPERCENTAGE (%)MATERIAL SFSTONE41%61 SFACM PANEL0%0 SFOPENINGS18%28 SFOTHER41%61 SFEASTMATERIALMATERIAL PERCENTAGES:TOTAL SF = 222 SFPERCENTAGE (%)MATERIAL SFSTONE60%133 SFACM PANEL23%51 SFOPENINGS17%38 SFOTHER0%0 SFWESTSURFACE-MOUNT EGRESS LIGHTFIXTURE - SEE RCP 2/A1.01MATERIALMATERIAL PERCENTAGES:TOTAL SF = 543 SFPERCENTAGE (%)MATERIAL SFSTONE60%325 SFACM PANEL25%134 SFOPENINGS4%20 SFOTHER11%64 SFSOUTHMATERIALOVERALLMATERIAL PERCENTAGES:TOTAL BUILDING SF= 1,338 SFPERCENTAGE (%)MATERIAL SFSTONE63%844 SFACM PANEL24%319 SFOTHER13%189 SFSTN-01STN-01* EXCLUDING GLAZINGMATERIALOVERALLMATERIAL PERCENTAGES:TOTAL BUILDING SF= 1,338 SFPERCENTAGE (%)MATERIAL SFSTONE63%844 SFACM PANEL24%319 SFOTHER13%189 SF* EXCLUDING GLAZINGMATERIALOVERALLMATERIAL PERCENTAGES:TOTAL BUILDING SF= 1,338 SFPERCENTAGE (%)MATERIAL SFSTONE63%844 SFACM PANEL24%319 SFOTHER13%189 SF* EXCLUDING GLAZINGLAUDEOCOLORED ELEVATIONSA2.03HOADXX-XX-21Sheet No.Sheet Content:Drawn by:Checked by:Designed by:Date:ISSUED FOR PERMIT:Revisions:Corporate Offices located at 1501 RIVER DRIVE - MOLINE, ILLINOIS 61265 - PHONE 309.797.9300 © 2021 HYPER ENERGY BAR MODULAR CONSTRUCTION LOCATION: 1025 SE LAUREL ST WAUKEE, IAProject No. XXX01-04-2021SC H E M A T I C D E S I G N N O T F O R C O N S T R U C T I O N 1 A2.04NOT TO SCALECOLORED ELEVATION - NORTHPRE-FINISHED METAL WRAPPEDCORNICE - COLOR TO MATCH MTL-01MTL-02SDG-01STN-01SDG-01OVERALL+0'-0"GRADE-0'-6"T.O. PARAPET+12'-0"T.O. SCREEN+16'-0"SIGNAGE LOCATION - CONSULT WITHOPERATOR FOR DETAILSSTRUCTURAL STEEL ROOF SCREEN - BEINFILLED WITH MTL-02MTL-01MTL-01STN-01GENERAL NOTES:1.PROVIDE DEDICATED CIRCUIT AT ALL BUILDING SIGNAGELOCATIONS2.ALL EXPOSED FLASHINGS AND METALWORK TO BE BLACKANODIZED, OR TO MATCH.SDG-01ALPOLIC ACM PANEL RAIN SCREEN.FINISH: WALNUTSTN-01ELDORADO STONE - EUROPEAN LEDGEFINISH: QAW RIO ALEONMTL-01ALPOLIC ACM PANEL RAIN SCREEN.FINISH: BLACKMTL-02MCNICHOLS PERFORATED METAL - HANOVER SQUARE 2046NOTE: THIS IS A PREFABRICATED MODULAR FACILITYEXTERIOR FINISH LEGEND CANOPY WITH FASCIA DRAIN ANDSCUPPER OR APPROVED EQUAL BYMODULAR MANUFACTURER. ALLDETAILS & INSTALLATION METHODSPER MANF. SPECS. BASIS OF DESIGN:MAPES SUPER LUMIDECK FLAT SOFFITCANOPYMATERIALMATERIAL PERCENTAGES:TOTAL SF = 543 SFPERCENTAGE (%)MATERIAL SFSTONE60%325 SFACM PANEL25%134 SFOPENINGS6%34 SFOTHER9%50 SFNORTHMATERIALOVERALLMATERIAL PERCENTAGES:TOTAL BUILDING SF= 1,338 SFPERCENTAGE (%)MATERIAL SFSTONE63%844 SFACM PANEL24%319 SFOTHER13%189 SF* EXCLUDING GLAZINGHYPER ENERGY BAR 512 SF3A2.031A2.042A2.031A2.03PLAN NORTH2 A2.04ELEVATION TAGS PLANSCALE: 1/4" = 1'-0"LAUDEOCOLORED ELEVATIONSA2.04HOADXX-XX-21Sheet No.Sheet Content:Drawn by:Checked by:Designed by:Date:ISSUED FOR PERMIT:Revisions:Corporate Offices located at 1501 RIVER DRIVE - MOLINE, ILLINOIS 61265 - PHONE 309.797.9300 © 2021 HYPER ENERGY BAR MODULAR CONSTRUCTION LOCATION: 1025 SE LAUREL ST WAUKEE, IAProject No. XXX01-04-2021SC H E M A T I C D E S I G N N O T F O R C O N S T R U C T I O N TYP.SLOPE TO DRAINAC1.0X 4 4"1'-1"1'-1"AC1.0X 9 DASHED LINE INDICATES ACM COPING PROVIDE 1 1 4" DIA. HOLE IN CONC. TO RECEIVE GATE BOLT @ OPEN POSITION. 16'-9 1/2"10'-0"18'-8" 1 AC1.0X SCALE: 1/4" = 1'-0" ENLARGED TRASH ENCLOSURE PLAN 4" APOLIC ALUMINUM COMPOSITE MATERIAL COPING - BLACK (PR) 7'-10 3/4" x 7'-6" DOORS 6" ABOVE GRADE, PER CIVIL - W/CEDAR WOOD PLANK - SEE DETAIL 6/AC1.0X FOR DOOR DETAILS SPLITFACE CMU BLOCKS TO BE PAINTED TO MATCH SDG-02 BOLLARD -SEE DETAIL 4/AC1.0X GRADE - SEE CIVIL AC1.0X 8/3AC1.0X 7 AC1.0X 5 16'-3 1/2"< 7'-10 3/4"7'-10 3/4" 1'-1 1/4"16'-9 1/2"1'-1 1/4"6"2"7'-2"2"7'-6"6"2 SCALE: 1/4" = 1'-0" DUMPSTER GATE ELEVATIONS TRUE PLAN NORTH NORTH 4" NORTH SOUTH 4" APOLIC ALUMINUM COMPOSITE MATERIAL COPING - BLACK GRADE - SEE CIVIL AC1.0X SPLITFACE CMU BLOCKS TO BE PAINTED TO MATCH SDG-02 COLUMN. 4" STD. PIPE 12" LONG CUT & WELD BOTTOM SECTION TO 3" PIPE FILL W/ CONCRETE 2"x2"x3/16" ANGLE FRAME FIELD WELD 2"X2"x3/16" ANGLE GATE FRAME (PTD.) 6" CEDAR WOOD PLANKS FASTEN AS REQUIRED BY MFG. EMBED. IN CONCRETE 3" dia. STD. PIPE COLUMN (1 - TOP & 1 - BOTTOM) 4" dia. PIPE - 12" LONG SLEEVE 3"x4"x1/4" ST'L PLATE LEFT FRAME STOP WELD TO 2" PREFINISHED METAL TRIM 3 1/2"x3 1/2"x1/2"x4" ANGLE FIELD WELD TO PIPE COLAR, SECURE TO WALL W/ 3/4"x8" EXPANSION ANCHOR WALL W/ CMU ANCHOR FIELD WELD TO PIPE COLAR, SECURE TO 3 1/2"x3 1/2"x1/2"x12" ANGLE CONCRETE PIER 18" DIAMETER FILL W/ CONCRETE 6" DIA. STEEL PIPE ROUND OFF TOP 3'-6"4'-0"1'-0"4"2"6"1 1/2"x1 1/2"x3/16" ANGLE 3" STD. PIPE COLUMN FILL W/ CONCRETE 2"X2"x3/16" ANGLE GATE FRAME (PTD.) 1"x8"x1/4" ST'L PLATE FIELD CUT LENGTH 1'-0"2"X2"x3/16" ANGLE WELD TO GATE FRAME 3"x9"x1/4" ST'L PLATE W/ 1/2"x6" SLOT 1" DIA. SOLID STEEL, WELD 6" BUSHING 9" SLOT @ LATCH PLATE CEDAR WOOD PLANKS *PROVIDE GATE HANDLE AND LEVER ON RIGHT-HAND LEAF AND LATCH RECIEVER ON LEFT-HAND LEAF ACRYLIC PAINT FINISH WITH DTM SCALE: 1 1/2" = 1'-0" BOLLARD AC1.0X 4 SCALE: 1 1/2" = 1'-0" GATE HINGE ELEVATION AC1.0X 5 AC1.0X 6 SCALE: 1 1/2" = 1'-0" GATE PLAN DETAIL AC1.0X 6 SCALE: 1 1/2" = 1'-0" GATE LATCH AC1.0X 7 PLAN FOR DIM 6" ICF WALL- SEE SEE ELEVATION 2/AC1.0X T.O. DUMPSTER WALL SDG-02, ALPOLIC ACM PANEL RAIN SCREEN. FINISH: RIVER ROCK GREY MATTE - HORIZONTAL, ALL DETAILS & INSTALLATION METHODS PER MANF. SPECS 1'-4"2'-0"DEEP IN CONC. SLAB TO *PROVIDE 1 1/4" dia. HOLE x 2" RECEIVE GATE BOLT. 6"8"WELD TO GATE FRAME 1 1/4" O.D. STEEL PIPE ROD GATE BOLT 1" dia. SOLID STEEL *PROVIDE ONE ON LEFT HAND GATE LEAF ON INSIDE FACE 1 1/8" WIDE SLOT CUT IN PIPE REINF. CONC. SLAB (SEE STRUCTURAL) CONC. TRENCH FOOTING (SEE STRUCTURAL) ELEV +0'-0" T.O. PAVING 4" APOLIC ALUMINUM COMPOSITE MATERIAL COPING - BLACK SCALE: 1" = 1'-0" GATE BOLT AC1.0X 8 6" ICF FOX BLOCK WALL SYSTEM SCALE: 1" = 1'-0" WALL SECTION AC1.0X 9 NUDO GROUNDBREAKER APPLIED DIRECT TO FORM AT INTERIOR FACES - PEBBLE GREY (2) PLACES. WELDED TO FRAME 3"x4"x1/4" PLATE WELDED TO FRAME GATE BOLT TO BE FRAME TO BE GALVANIZED COPE @ LAP (2) PLACES. WELDED TO FRAME 3"x4"x1/4" PLATE 2"x2"x3/16" ANGLE (TYPICAL) PROVIDE ONE ON LEFT HAND LEAF ON INSIDE FACE7'-0"LOADED GATE WHEEL HEAVY-DUTY SPRING- WELDED TO EACH GATE ABBY TRADING GATEMATE 14 1/2" OR APPROVED EQUAL PROVIDE ADDITIONAL STEEL STIFFENERS AT 24" O.C. AT GATE DOORS SCALE: 1 1/2" = 1'-0" GATE FRAME AC1.0X 3 DUMPSTER ENCLOSURE PLANS, SECTIONS, DETAILS AC1.0X LAU DEO HOAD XX-XX-21 Sheet No. Sheet Content: Drawn by: Checked by: Designed by: Date: ISSUED FOR PERMIT: Revisions:Corporate Offices located at 1501 RIVER DRIVE - MOLINE, ILLINOIS 61265 - PHONE 309.797.9300 © 2021HYPER ENERGY BARMODULAR CONSTRUCTIONLOCATION: 1025 SE LAUREL ST WAUKEE, IAProject No. XXX 01-04-2021SCHEMATIC DESIGNNOT FOR CONSTRUCTION