Planning — Agenda packet

TOWN OF ALGOMA WINNEBAGO COUNTY, WISCONSIN PLANNING COMMISSION MEETING AMENDED 15 N. Oakwood Road, Oshkosh, WI 54904 Wednesday, September 10, 2025 at 6:00 pm. AGENDA The Commission may discuss and act on the following: 1. Call to Order. 2. Roll Call. 3. Discussion and possible action re: Minutes from August 13, 2025. 4. Discussion and possible action re: Site Plan by petitioner Corbin Terlip, MilBrew Holdings LLC, for a 7 Brew on parcel 002-00910103. 5. Adjourn. It is possible that members of other governmental bodies of the municipality may be present at the above scheduled meeting to gather information about a subject over which they have decision-making responsibility. No action will be taken by any governmental body at the above-stated meeting other than the governmental body specifically referred to above in this notice. Please note that, upon reasonable notice, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services. For additional information or to request this service, contact the Town Hall Office at 920-235-3789. Posted: September 8, 2025 Posted at: Town of Algoma Hall, www.townofalgoma.org. DRAFT Page 1 of 1 TOWN OF ALGOMA WINNEBAGO COUNTY, WISCONSIN PLANNING COMMISSION MINUTES August 13, 2025 Algoma Town Hall, 15 N. Oakwood Road, Oshkosh, WI 54904 The Planning Commission meeting was called to order by Chairman Martin at 6:00 p.m. The following members were present: Dan Martin, Bill Van Aacken, Mike Skoglind, Linda Kollmann, Scott Fischer, Kyle Kehoe, and Sherri Maruska. The following staff members were present: Administrator Maggie Mahoney. On a motion by Commissioner Kehoe and seconded by Commissioner Van Aacken, passed on a unanimous 7-0 voice vote, the minutes from the June 11, 2025 meeting were approved. Chairman Martin stated he has a personal relationship with the property owners for the next agenda item and recused himself. Vice Chair Kehoe introduced agenda Item 4, Certified Survey Map by petitioner Darryl Lehman, Martenson & Eisele, on behalf of James and Colleen Longworth to split parcel 0023753 into one lot and an outlot. Neither the petitioner nor the property owners were in attendance. Administrator Mahoney gave an analysis of the CSM request and explained that an agreement dated 8/6/25 between the HOA and Longworths was provided after the packets had been distributed. She recommended approval with the revised condition that an access agreement be recorded. Commissioner Skoglind explained that the 8/6/25 agreement was helpful and clearly explained the conveyance of ownership of the outlot to the HOA, and that an access agreement would not be needed or helpful as there would be an issue with property taxes. Commissioner Van Aacken discussed the timing of the proposed sale and stated there is a need to have a condition to sell the property to the HOA within 12 months. Administrator Mahoney said that the county property lister and zoning administrator had been consulted and were satisfied with the 8/6/25 agreement. She said the county may have their own requirements, but intentions do not always come to fruition and the conditions presented are meant to ensure the outlot does not become inaccessible. There was discussion amongst the commission. A motion was made by Commissioner Kehoe and seconded by Commissioner Skoglind for the Planning Commission to recommend approval to the Town Board of Certified Survey Map by petitioner Darryl Lehman, Martenson & Eisele, on behalf of James and Colleen Longworth to split parcel 0023753 into one lot and an outlot with the following condition: The outlot is sold to the Leonard Point Lane Homeowners Association/entity that owns Leonard Point Lane and the agreement dated August 6, 2025 is executed and recorded with the Winnebago County Register of Deeds within 12 months of approval of the Certified Survey Map by Winnebago County. A voice vote was taken and approved the motion 6-0. Chairman Martin abstained. On a motion by Commissioner Van Aacken, and seconded by Commissioner Maruska passed on a unanimous voice vote, the Planning Commission adjourned at 6:20 p.m. Respectfully submitted, Maggie Mahoney, Administrator Page 1 of 3 AMENDED AGENDA MEMORANDUM To: Planning Commission Chairperson and Members From: Maggie Mahoney, Administrator Date: September 10, 2025 RE: IT EM 4: Discussion and Possible Action re: Site Plan by petitioner Corbin Terlip, MilBrew Holdings LLC, for a 7 Brew on parcel 002-00910103. GENERAL INFORMATION: Petitioner: Corbin Terlip MilBrew Holdings LLC 27 Central Ave Cortland, NY 13045 O wner: STKJR Express LLC Steve Kilian 1722 Clarence Ct West Bend, WI 53095 P ast Planning Discussion(s): On October 9, 2024 the Planning Commission considered the CSM to create this parcel and the site plan for the Tommy’s carwash for the parcel to the west. At that time the future tenant for this parcel was unknown. Action Requested: Consider Site Plan by petitioner Corbin Terlip, MilBrew Holdings LLC, for a 7 Brew on parcel 002-00910103. P roperty Location and Type: The subject property is zoned B-3 General Business. The proposed project is a 7 Brew drive thru coffee shop with associated parking. The property abuts residential properties to the north, and B-3 business properties to the east and west, as well as to the south along the STH 21 corridor. See attached aerial of parcels. Page 2 of 3 Proposed Project: 7 Brew will offer a full menu of coffee drinks, energy drinks, Italian sodas, smoothies, shakes, teas and more. There are stores across the nation east of Utah, with 9 stores already in Wisconsin—the closest opened recently in Appleton on County Highway KK (Calumet) in the Town of Buchanan. More information can be found on their website https://7brew.com/ The proposed project is a 554 sq. ft coffee shop with an outdoor patio, a 250 sq ft. stand-along storage/cooler building, 2 drive-thru lanes and 1 pass-thru lane. It will have 14 parking stalls. Staff will take orders from each car individually in two lanes, using iPads to take orders. They do not use a speaker system menu board for ordering. Orders will be hand delivered by staff at both lanes. This method of order is more efficient than a traditional drive thru and allows customers to spend on average a little over five minutes on the site. A typical location has peak traffic arriving between 7:00 am and 9:00am, with the peak onsite between 7:15 am and 7:30am. During this 15 minute period 22 vehicles enter the site. The maximum number of vehicles in the queue during this peak time is 14 with an average time on site of 5 minutes and 31 seconds . The store hours are 5:30am to 10:00pm daily, and open until 11:00pm on Friday and Saturday. Site access to the property will be from the enter-only driveway on Brooks Lane and the two- way driveway on East Way Drive. Demolition should be underway/completed by September 6 with the store opening by the end of 2025. ANALYSIS: A preliminary review was conducted on 8/19/25 with the 7 Brews project team, Peter Schwabe (representing property owner), Kevin Mraz (Algoma Sanitary District #1), and the Town (Maggie Mahoney, Jason Loduha and Phil Kleman). The site will keep the existing well. ASD will work with them to relocate the sewer lateral. The current property owner will execute a cross-access agreement, shared storm management plan agreement, and an easement for the well to convey access and ownership to the new property owner. Staff have included these items as recommended conditions for approval. The Town Engineer thought the drainage is acceptable if as long as they honor the original approved review that was conducted by the county for the site. A site plan was submitted and reviewed by the Town Administrator. The Fire Chief was also consulted. Page 3 of 3 The total project site area is ~1 acre (43,377 sq. ft.), of which 34,022 sq ft. will be impervious surface (78% of the site) and 22% of green space. This is a 12% decrease to impervious surface and increase to greenspace of the existing site. The proposed site plan was reviewed under Town Municipal Code Chapter 225, Land Development, Article VII, Site Plan Review for the following: 225-69 Development Standards A. Driveways B. Parking C. Outside Storage of equipment, products or materials D. Landscaping: draft plan, additional edits are anticipated E. Outside storage of waste and trash F. Drainage G. Outdoor Lighting H. Signs 225-70 Administration A. General Requirements B. Town staff review C. Application D. Site plan Detailed notes of the code requirement review of the above are attached. The proposed site plan meets the Town requirements. RECOMMENDED ACTION: Staff recommends approval of the site plan with conditions as noted above. Should the Planning Commission agree, the following motion may be made: “Motion to recommend approval to the Town Board of the Site Plan by petitioner Corbin Terlip, MilBrew Holdings LLC, for a 7 Brew on parcel 002-00910103 with the condition that a cross- access agreement, a shared storm management plan agreement, and an easement for the well for this property are executed and recorded with the Winnebago County Register of Deeds within 12 months of approval of the zoning permit from Winnebago County Planning and Zoning. ” ATTACHMENTS: 1. Town Application and project description 2. Aerial of lot 3. Site Plan 4. Town Staff Review Details March 3, 2025 Eric Drazkowski, P.E. Excel Engineering 100 Camelot Drive Fond du Lac, WI 54935 RE: 7 Brew – Drive Thru Queuing Mr. Drazkowski, Please accept the following 7Brew field survey data and data derived from the ITE Trip Generation Manual as it relates to the subject sites you are working to develop in Wisconsin. A drive-thru coffee/drink stand is a convenience use and by the nature of the business has a high percentage of customers pass-by traffic captured from area trip generators. Utilizing the ITE Trip Generation Manual Table 3.2, it depicts trips generated for the proposed land use (938) with a high percentage of customers being pass-by traffic. One study depicts pass-by traffic accounting for in excess of 90% of all customers. 7Brew locations operate a double drive-thru with Texters taking orders directly from customers as they enter the drive-thru. This method of order, in place of a traditional drive-thru order point, is a much more efficient process allowing 7Brew customers to spend on average a little over five minutes on site and under three minutes once the order has been placed. A typical 7Brew location has peak traffic arriving to the site between 7:00 AM and 9:00 AM, and in the case of an onsite study the peak 15-minute increment between 7:15 AM and 7:30 AM. During this 15-minute increment a total of 22 vehicles entered the site. The maximum number of vehicles in queue during the peak time was 14 with an average time on site of five minutes and thirty-one seconds. Should you have any questions related to the data provided please do not hesitate to contact me. Respectfully, Wade Harden Director of Franchise Svcs. C: (972)832-2048 E: Wade.Harden@7Brew.com Aerial view of Parcel 002-00910103 (the center lot) TOMMY'S CAR WASH CO BMO HARRISBANK G MM M M M LANE 2LANE 1EXITSTOPSTOPSTOP DO NOT ENTER SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER250251800PROPOSED COFFEE SHOP FOR:7 BREW ALGOMA2100 OMRO RD ● OSHKOSH, WI 54904 SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER250251800PROPOSED COFFEE SHOP FOR:7 BREW ALGOMA2100 OMRO RD ● OSHKOSH, WI 54904NOT FOR CONSTRUCTION PRELIMINARY DATES C0.1CIVIL COVER SHEET AUG. 13, 2025AUG. 21, 2025 7 BREW ALGOMAPROPOSED COFFEE SHOP FOR:OSHKOSH, WIPROJECT INFORMATION SHEET INDEX NUMBERSHEET NAME / DESCRIPTIONC0.1 COVER SHEETC0.2 SPECIFICATIONSC1.0 EXISTING SITE AND DEMOLITION PLANC1.1ASITE PLANC1.1BSTRIPING PLANC1.2 GRADING AND EROSION CONTROL PLANC1.3UTILITY PLANC1.4LANDSCAPE AND RESTORATION PLANC2.0 DETAILSC3.1SITE PHOTOMETRIC PLAN & DETAILS LOCATION MAPPROJECT CONTACTSOWNER INFORMATION:CIVIL:Milbrew Holdings, LLCCorbin Terlip27 Cortland AveCortland, NY 13045Phone: (620) 249-9079Email: cterlip@7brewmke.com Eric DrazkowskiPhone: (920)926-9800E-mail: eric.drazkowski@excelengineer.com SITE PLAN OVERVIEW TO OBTAIN LOCATION OFPARTICIPANTS' UNDERGROUNDFACILITIES BEFORE YOU DIG INWISCONSINCALL DIGGERS HOTLINE1-800-242-8511TOLL FREE TELEFAX (414) 259-0947TDD (FOR THE HEARING IMPAIRED)1-800 542-2289WISCONSIN STATUTE 182.0175 (1974)REQUIRES MINIMUM OF 3 WORK DAYSNOTICE BEFORE YOU EXCAVATE100'0 100'200'SCALE: 1"= 100' 1.ALL DRIVEWAYS AND CURB CUTS TO BE CONSTRUCTED ACCORDING TO LOCALORDINANCES. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS.2.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL WORK IN ROW PERMITS.GENERAL PROJECT NOTES CONSTRUCTION STAKING SHALL BE COMPLETED BY EXCEL ENGINEERING AS REQUESTED BYTHE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO CONTACT RYANWILGREEN AT 920-926-9800 OR RYAN.W@EXCELENGINEER.COM TO GET STAKING PRICE TOINCLUDE IN BID TO OWNER. PAYMENT OF STAKING COSTS ABOVE AND BEYOND THE BASEPRICE DUE TO RESTAKING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, NOT THEOWNER. CAD DRAWING FILES AND SURVEY CONTROL WILL NOT BE PROVIDED FOR STAKINGPURPOSES. CONSTRUCTION STAKING SERVICESPROJECT NOTES CITY PLANNER:Cary RowePhone: (920)232-3340E-mail: crowe@winnebagocountywi.govCITY ENGINEER:Justin GierachPhone: (920)236-5065E-mail: jgierach@oshkoshwi.govTOWN FIRE CHIEF:Kevin SawickiPhone: (920)233-5905E-mail: ksawicki@townofalgoma.orgCITY BUILDING INSPECTOR:Jerry FabischPhone: (920)236-5050E-mail: jfabisch@oshkoshwi.govTOWN DIRECTOR OF PUBLIC WORKS:Jason LoduhaPhone: (920)235-3789E-mail: publicworks@townofalgoma.org NORTH NORTH 000.00 C ET T 800 800 000.00 FL000.00 TC000.00 BW000.00 TW FOR STAKEOUT LOCATION AND OFFSETS.LOCATION. REFER TO STAKEOUT POLICYVERIFY STATION FOR INLETSTAKEOUT INFORMATION: STAKEOUT INFORMATION:VERIFY STATION FOR INLETLOCATION. REFER TO STAKEOUT POLICYFOR STAKEOUT LOCATION AND OFFSETS. 000.00 FG000.00 BG NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS.IDENTIFICATIONSYM.LEGEND PROPOSED SPOT ELEVATIONS (FLOW LINE OF CURBUNLESS OTHERWISE SPECIFIED)EXISTING GRADE SPOT ELEVATIONSPROPOSED SPOT ELEVATIONS (REFERENCE R-WALLDETAIL) BG-FINISHED SURFACE GRADE AT BACK OF WALLFG-FINISHED SURFACE GRADE AT FRONT OF WALL PROPOSED SPOT ELEVATIONS (TOP OF CURB, FLOWLINEOF CURB)PROPOSED SPOT ELEVATIONS (TOP OF WALK, BOTTOMOF WALK @ FLOWLINE)000.00 EG EXISTING WATER VALVE IN BOX PROPOSED WATER VALVE IN BOX EXISTING WATER VALVE IN MANHOLEEXISTING WATER SERVICE VALVE EXISTING TELEPHONE MANHOLEEXISTING STORM CATCH BASIN PROPOSED STORM CATCH BASIN - ST CB PROPOSED STORM FIELD INLET - ST FI EXISTING SQUARE CATCH BASINEXISTING STORM CURB INLET PROPOSED STORM CURB INLET - ST CI EXISTING UTILITY POLEEXISTING UTILITY POLE WITH GUY WIREEXISTING STREET LIGHTEXISTING TELEPHONE PEDESTALEXISTING ELECTRIC PEDESTALEXISTING ELECTRIC BOX EXISTING CABLE TV PEDESTAL PROPOSED DRAINAGE FLOW 1-1/4" REBAR SET WEIGHING 4.30 LB/FT.3/4" REBAR SET WEIGHING 1.50 LB/FT.1-1/4" REBAR FOUND3/4" REBAR FOUND2" IRON PIPE FOUND1" IRON PIPE FOUND EXISTING FLOOD LIGHT SECTION CORNER PROPOSED APRON END SECTION EXISTING MARSH AREAEXISTING DECIDUOUS TREE WITH TRUNK DIAMETEREXISTING CONIFEROUS TREEEXISTING SHRUBEXISTING STUMP SOIL BORING EXISTING WELL PROPOSED WELL PROPOSED LIGHT POLE EXISTING LIGHT POLE PROPOSED SIGN EXISTING SIGN CENTER LINE EXISTING HANDICAP PARKING STALL PROPOSED HANDICAP PARKING STALL EXISTING GAS VALVEEXISTING WOODED AREAEXISTING HEDGE EXISTING CHAINLINK FENCEEXISTING WOOD FENCEEXISTING BARBED WIRE FENCEEXISTING GUARD RAILEXISTING STORM SEWER AND MANHOLE PROPOSED STORM SEWER AND MANHOLE - ST MH EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER AND MANHOLE - SAN MH EXISTING WATER LINE AND HYDRANT PROPOSED WATER LINE AND HYDRANT EXISTING OVERHEAD UTILITY LINE EXISTING UNDERGROUND FIBER OPTIC LINEEXISTING UNDERGROUND ELECTRIC CABLEEXISTING UNDERGROUND TELEPHONE CABLEEXISTING UNDERGROUND GAS LINE EXISTING CURB AND GUTTER GRADING/SEEDING LIMITS RIGHT-OF-WAY LINEINTERIOR PROPERTY LINERAILROAD TRACKS EXISTING GROUND CONTOUR EXISTING POLISH SEWER AND MANHOLE PROPOSED POLISH SEWER AND MANHOLE EXISTING PROCESS SEWER AND MANHOLE PROPOSED PROCESS SEWER AND MANHOLE EXISTING CLEAR WATER LINE PROPOSED CLEAR WATER LINEPROPOSED CURB AND GUTTERPROPOSED GROUND CONTOUR IDENTIFICATIONSYM. PROPOSED CLEANOUTPROPOSED DOWNSPOUT TO GRADE SPOT ELEVATIONS EXISTING SITE SYMBOLS EXISTING LINETYPES PROPOSED SITE SYMBOLS PROPOSED LINETYPES PROPOSED UNDERGROUND GAS LINEPROPOSED UNDERGROUND TELEPHONE CABLEPROPOSED UNDERGROUND ELECTRIC CABLEPROPOSED UNDERGROUND FIBER OPTIC LINEPROPOSED GUARD RAIL MATCHLINEPROPOSED PROPERTY LINEPROPOSED OVERHEAD UTILITY LINE PROPOSED CHAINLINK FENCEPROPOSED WOOD FENCEPROPOSED BARBED WIRE FENCE PROPOSED WATER VALVE IN MANHOLEPROPOSED WATER SERVICE VALVE SHEETS BELOW INTENDED TO BE PRINTED IN: COLOR. REFER TO DIGITAL FORMATDRAWINGS IF PRINTED GRAYSCALE TO ENSURE SCOPE CLARITY. PROPOSED DOWNSPOUT TO RISER NORTHPROJECT LOCATION EXISTING SITE DATAAREA (AC)AREA (SF)RATIOBUILDING FLOOR AREA0.177,42217.1%PAVEMENT (ASP. & CONC.)0.7331,80173.3%TOTAL IMPERVIOUS0.9039,22390.4%LANDSCAPE/ OPEN SPACE0.104,1549.6%PROJECT SITE1.0043,377100.0%PROPOSED SITE DATAAREA (AC)AREA (SF)RATIOBUILDING FLOOR AREA0.028221.9%PAVEMENT (ASP. & CONC.)0.7633,20076.5%TOTAL IMPERVIOUS0.7834,02278.4%LANDSCAPE/ OPEN SPACE0.219,35521.6%PROJECT SITE1.0043,377100.0% SITE INFORMATION:PROPERTY AREA: 43,377 S.F. (0.996 ACRES).EXISTING ZONING: B-3 GENERAL BUSINESSPROPOSED ZONING: B-3 GENERAL BUSINESSEXISTING USE: TENANT OFFICEPROPOSED USE: DRIVE-THRU COFFEEAREA OF SITE DISTURBANCE: 36,750SETBACKS:BUILDING: FRONT(SOUTH) = 30'SIDE(WEST) = 7'SIDE(EAST) = 10'REAR(NORTH) = 25'PROPOSED BUILDING HEIGHT: 20' (MAX. HEIGHT ALLOWED: 45')PARKING REQUIRED: 1 SPACE PER 300 S.F. PLUS 1 FOR EACH EMPLOYEE ON THE LARGESTWORK SHIFT S.F. (13 SPACES REQ.)PARKING PROVIDED: 14 SPACE (1 H.C. ACCESSIBLE)HANDICAP STALLS REQUIRED: 1, HANDICAP STALLS PROVIDED: 1 NOT FOR CONSTRUCTION PRELIMINARY DATES C0.2CIVIL SPECIFICATIONS AUG. 13, 2025AUG. 21, 2025 SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER250251800PROPOSED COFFEE SHOP FOR:7 BREW ALGOMA2100 OMRO RD ● OSHKOSH, WI 54904 SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER250251800PROPOSED COFFEE SHOP FOR:7 BREW ALGOMA2100 OMRO RD ● OSHKOSH, WI 54904 SHOP DRAWING SUBMITTALSMATERIAL / INFORMATION1.31.10.00 - TELEVISING REPORTS OF EXISTING LATERALS·SANITARY2.32.10.00 (A) - AGGREGATE BASE & ASPHALT PAVEMENT·HOT MIX ASPHALT SPECIFICATIONS·AGGREGATE BASE·PAVEMENT MARKINGS4.32.20.00-CONCRETE AND AGGREGATE BASE·DESIGN MIX·AGGREGATE BASE6.33.10.00 - SITE UTILITIES·SANITARY & STORM MANHOLES·SANITARY PIPING MATERIALS·GREASE INTERCEPTOR SHOP DRAWINGS·WATER PIPING MATERIALS·WATER FITTINGS & APPURTENANCES·STORM PIPING MATERIALS7.MISCELLANEOUS ITEMS·SITE LIGHTING·BOLLARDS CIVIL SPECIFICATIONSDIVISION 31 EARTH WORK31 10 00 SITE CLEARING (DEMOLITION)A.CONTRACTOR SHALL CALL DIGGER'S HOT LINE AND CONDUCT A PRIVATE UTILITY LOCATEAS REQUIRED TO ENSURE THAT ALL UTILITIES HAVE BEEN LOCATED BEFORE STARTING SITEDEMOLITION. DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEENPLAN AND FIELD CONDITIONS PRIOR TO CONSTRUCTION.B.CONTRACTOR TO FIELD TELEVISE ALL EXISTING SANITARY AND STORM LATERALS THAT ARESCHEDULED TO BE RE-USED AND/OR CONNECTED TO ON SITE AT TIME OF DEMOLITION.THE TELEVISING SHALL BE COMPLETED TO ENSURE THE EXISTING LATERAL(S) ARE FREE OFOBSTRUCTIONS AND IN SOUND STRUCTURAL CONDITION. TELEVISING OF THESE LATERAL(S)SHOULD BE COMPLETED AT BEGINNING OF CONSTRUCTION AND DESIGN ENGINEER SHALLBE NOTIFIED OF ANY PIPE OBSTRUCTIONS AND/OR STRUCTURAL DEFICIENCIESIMMEDIATELY AFTER COMPLETION OF FIELD TELEVISING.C.DEMOLITION PLAN IS AN OVERVIEW OF DEMOLITION TO TAKE PLACE ON SITE.CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO BIDDING.CONTRACTOR SHALL REMOVE, REPLACE, OR DEMOLISH ALL ITEMS AS NEEDED DURINGCONSTRUCTION.D.CONTRACTOR TO PROTECT EXISTING IMPROVEMENTS THAT ARE SCHEDULED TO REMAIN.ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED AT CONTRACTORS EXPENSE.E.ALL CONCRETE NOTED TO BE REMOVED SHALL BE REMOVED TO THE NEAREST CONTROLJOINT.31 20 00 EARTH MOVINGA.CONTRACTOR SHALL CALL DIGGER'S HOT LINE AND CONDUCT A PRIVATE UTILITY LOCATEAS REQUIRED TO ENSURE THAT ALL UTILITIES HAVE BEEN LOCATED BEFORE STARTINGEXCAVATION. DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEENPLAN AND FIELD CONDITIONS PRIOR TO CONSTRUCTION.B.PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR ALL EXCAVATION, GRADING, FILLAND BACKFILL WORK AS REQUIRED TO COMPLETE THE GENERAL CONSTRUCTION WORK.ALL EXCAVATION AND BACKFILL FOR ELECTRICALS AND MECHANICALS ARE THERESPONSIBILITY OF THE RESPECTIVE CONTRACTOR UNLESS OTHERWISE SPECIFIED IN THEBID DOCUMENTS.C.ALL ORGANIC TOPSOIL INSIDE THE BUILDING AREA, UNDER PAVED AREAS, AND AT SITE FILLAREAS SHALL BE REMOVED. PROOF ROLL SUBGRADES BEFORE PLACING FILL WITH HEAVYPNEUMATIC-TIRED EQUIPMENT, SUCH AS A FULLY-LOADED TANDEM AXLE DUMP TRUCK, TOIDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. CONTRACTOR SHALL VERIFYTOPSOIL DEPTHS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REVIEW ANDFOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND ACCOUNT FOREXISTING CONDITIONS PRIOR TO SUBMITTING BID FOR THE PROJECT. EXCESS MATERIALSSHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE DIRECTED IN THE PLANS OR BYLOCAL ZONING REQUIREMENTS.D.PLACE AND COMPACT FILL MATERIAL IN LAYERS TO REQUIRED ELEVATIONS. UNIFORMLYMOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL LAYER BEFORECOMPACTION AS RECOMMENDED TO ACHIEVE SPECIFIED DRY DENSITY. REMOVE ANDREPLACE, OR SCARIFY AND AIR DRY, OTHERWISE SATISFACTORY SOIL MATERIAL THAT ISTOO WET TO COMPACT TO SPECIFIED DRY DENSITY.E.PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8" IN LOOSE DEPTH FORMATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4" INLOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS.F.COMPACT THE SOIL TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRYDENSITY ACCORDING TO ASTM D 698, STANDARD PROCTOR TEST. FILL MAY NOT BE PLACEDON FROZEN GROUND AND NO FROZEN MATERIALS MAY BE USED FOR BACK FILL. APPLYTHE MORE STRINGENT REQUIREMENTS WHEN COMPARING BETWEEN THE FOLLOWING ANDTHE GEOTECHNICAL REPORT.1.UNDER FOUNDATIONS - SUBGRADE, AND EACH LAYER OF BACKFILL OR FILL MATERIAL,TO NOT LESS THAN 98 PERCENT.2.UNDER INTERIOR SLAB-ON-GRADE WHERE GROUNDWATER IS MORE THAN 3 FEET BELOWTHE SLAB - PLACE A DRAINAGE COURSE LAYER OF 3/4" CRUSHED STONE, WITH 5% TO12% FINES, PER THICKNESS INDICATED ON FOUNDATION PLANS ON PREPAREDSUBGRADE. COMPACT THE SUBGRADE AND DRAINAGE COURSE TO NOT LESS THAN 95PERCENT.3.UNDER INTERIOR SLAB-ON-GRADE WHERE GROUNDWATER IS WITHIN 3 FEET OF THESLAB SURFACE- PLACE A DRAINAGE COURSE LAYER OF CLEAN 3/4" CRUSHED STONE,WITH NO MORE THAN 5% FINES, PER THICKNESS INDICATED ON FOUNDATION PLANSON PREPARED SUBGRADE. COMPACT THE SUBGRADE AND DRAINAGE COURSE TO NOTLESS THAN 95 PERCENT.4.UNDER EXTERIOR CONCRETE AND ASPHALT PAVEMENTS - COMPACT THE SUBGRADEAND EACH LAYER OF BACKFILL OR FILL MATERIAL TO NOT LESS THAN 95 PERCENT.5.UNDER WALKWAYS - COMPACT SUBGRADE AND EACH LAYER OF BACKFILL OR FILLMATERIAL TO NOT LESS THAN 95 PERCENT.6.UNDER LAWN OR UNPAVED AREAS - COMPACT SUBGRADE AND EACH LAYER OFBACKFILL OR FILL MATERIAL, TO NOT LESS THAN 85 PERCENT.G.CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTINGAGENCY TO PERFORM FIELD TESTS AND INSPECTIONS. CONTRACTOR SHALL PROVIDEDOCUMENTATION OF PASSING DENSITY TESTING AND PROOF-ROLLING TO ENGINEER UPONCOMPLETION. IT IS SUGGESTED THAT THE GEOTECHNICAL FIRM USED TO PERFORM THESUBSURFACE SOIL INVESTIGATION BE ENGAGED FOR THE FIELD QUALITY CONTROL TESTS.THE GEOTECHNICAL REPORT WAS PERFORMED BY (NAME OF GEOTECHNICAL FIRM).H.ALLOW THE TESTING AGENCY TO TEST AND INSPECT SUBGRADES AND EACH FILL ORBACKFILL LAYER. PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FORPREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS. PROVIDE ONE TEST FOREVERY 2000 SQUARE FEET OF PAVED AREA OR BUILDING SLAB, ONE TEST FOR EACH SPREADFOOTING, AND ONE TEST FOR EVERY 50 LINEAR FEET OF WALL STRIP FOOTING.I.WHEN THE TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOTACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, ORREMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTILSPECIFIED COMPACTION IS OBTAINED.J.THE BUILDING SITE SHALL BE GRADED TO PROVIDE DRAINAGE AWAY FROM THE BUILDINGAS INDICATED ON THE PLANS. SITE EARTHWORK SHALL BE GRADED TO WITHIN 0.10' OFREQUIRED EARTHWORK ELEVATIONS ASSUMING POSITIVE DRAINAGE IS MAINTAINED INACCORDANCE WITH THE GRADING PLAN. 31 30 00 EROSION CONTROLA.THE GRADING PLAN REFLECTS LESS THAN 1 ACRE OF DISTURBED AREA. THE SITE ISTHEREFORE EXEMPT FROM WISCONSIN DEPARTMENT OF NATURAL RESOURCES NR 216NOTICE OF INTENT REQUIREMENTS. THE DESIGN ENGINEER SHALL PREPARE AN EROSIONCONTROL PLAN TO MEET NR 151.105 CONSTRUCTION SITE PERFORMANCE STANDARDS FORNON-PERMITTED SITES.B.EROSION AND SEDIMENT CONTROL IMPLEMENTED DURING CONSTRUCTION SHALLSTRICTLY COMPLY WITH THE GUIDELINES AND REQUIREMENTS SET FORTH IN WISCONSINADMINISTRATIVE CODE (W.A.C.) NR 151, THE STATE OF WISCONSIN DEPARTMENT OFNATURAL RESOURCES RUNOFF MANAGEMENT PERFORMANCE STANDARDS. TECHNICALSTANDARDS PUBLISHED BY THE WISCONSIN DNR SHALL ALSO BE UTILIZED TO IMPLEMENTTHE REQUIRED PERFORMANCE STANDARDS. THE METHODS AND TYPES OF EROSIONCONTROL WILL BE DEPENDENT ON THE LOCATION AND TYPE OF WORK INVOLVED. ALLSEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT THETIME OF CONSTRUCTION, AND INSTALLED PRIOR TO ANY GRADING OR DISTURBANCE OFEXISTING SURFACE MATERIAL. BELOW IS A LIST OF EROSION AND SEDIMENT CONTROL BESTMANAGEMENT PRACTICES TO ACHIEVE THE PERFORMANCE STANDARDS REQUIRED.1.SILT FENCE SHALL BE PLACED ON SITE AT LOCATIONS SHOWN ON THE EROSIONCONTROL PLAN. SILT FENCE SHALL ALSO BE PROVIDED AROUND THE PERIMETER OF ALLSOIL STOCKPILES THAT WILL EXIST FOR MORE THAN 7 DAYS. FOLLOW PROCEDURESFOUND IN WISCONSIN DNR TECHNICAL STANDARD 1056 (CURRENT EDITION).2.DITCH CHECKS SHALL BE PROVIDED TO REDUCE THE VELOCITY OF WATER FLOWING INDITCH BOTTOMS. PLACE AT LOCATIONS SHOWN ON THE EROSION CONTROL PLAN.FOLLOW PROCEDURES FOUND IN WISCONSIN DNR TECHNICAL STANDARD 1062(CURRENT EDITION).3.STONE TRACKING PADS AND TRACKOUT CONTROL PRACTICES SHALL BE PLACED AT ALLCONSTRUCTION SITE ENTRANCES AND SHALL BE INSTALLED PRIOR TO ANY TRAFFICLEAVING THE CONSTRUCTION SITE. SEE THE EROSION CONTROL PLAN FOR LOCATIONS.THE AGGREGATE USED FOR THE STONE TRACKING PAD SHALL BE 3/8” TO 3 INCH CLEAROR WASHED STONE AND SHALL BE PLACED IN A LAYER AT LEAST 12 INCHES THICK. THESTONE SHALL BE UNDERLAIN WITH A WISDOT TYPE R GEOTEXTILE FABRIC AS NEEDED.THE TRACKING PAD SHALL BE THE FULL WIDTH OF THE EGRESS POINT (12' MIN WIDTH)AND SHALL BE A MINIMUM OF 50 FEET LONG. SURFACE WATER MUST BE PREVENTEDFROM PASSING THROUGH THE TRACKING PAD. OTHER TRACKOUT CONTROL PRACTICESINCLUDING STABILIZED WORK SURFACES, MANUFACTURED TRACKOUT CONTROLDEVICES, TIRE WASHING, AND STREET/PAVEMENT CLEANING SHALL BE IMPLEMENTED ASNECESSARY TO MITIGATE THE TRACKOUT OF SEDIMENT OFFSITE. FOLLOW PROCEDURESFOUND IN WISCONSIN DNR TECHNICAL STANDARD 1057 (CURRENT EDITION).4.STORM DRAIN INLET PROTECTION SHALL BE PROVIDED FOR ALL NEW ANDDOWNSTREAM STORM CATCH BASINS AND CURB INLETS. TYPE D-M PROTECTIONSHOULD BE PROVIDED AND SHALL BE IN CONFORMANCE WITH WISCONSIN DNRTECHNICAL STANDARD 1060 (CURRENT EDITION).5.DUST CONTROL MEASURES SHALL BE PROVIDED TO REDUCE OR PREVENT THE SURFACEAND AIR TRANSPORT OF DUST DURING CONSTRUCTION. CONTROL MEASURES INCLUDEAPPLYING MULCH AND ESTABLISHING VEGETATION, WATER SPRAYING, SURFACEROUGHENING, APPLYING POLYMERS, SPRAY-ON TACKIFIERS, CHLORIDES, AND BARRIERS.SOME SITES MAY REQUIRE AN APPROACH THAT UTILIZES A COMBINATION OF MEASURESFOR DUST CONTROL. FOLLOW PROCEDURES FOUND IN WISCONSIN DNR TECHNICALSTANDARD 1068 (CURRENT EDITION).6.THE USE, STORAGE, AND DISPOSAL OF CHEMICALS, CEMENT, AND OTHER COMPOUNDSAND MATERIALS USED ON SITE SHALL BE MANAGED DURING THE CONSTRUCTIONPERIOD TO PREVENT THEIR TRANSPORT BY RUNOFF INTO WATERS OF THE STATE.7.CONTRACTOR SHALL PROVIDE AN OPEN AGGREGATE CONCRETE TRUCK WASHOUT AREAON SITE. CONTRACTOR TO ENSURE THAT CONCRETE WASHOUT SHALL BE CONTAINEDTO THIS DESIGNATED AREA AND NOT BE ALLOWED TO RUN INTO STORM INLETS ORINTO THE OVERLAND STORMWATER DRAINAGE SYSTEM. WASHOUT AREA SHALL BEREMOVED UPON COMPLETION OF CONSTRUCTION.8.TEMPORARY SITE RESTORATION SHALL TAKE PLACE IN DISTURBED AREAS THAT WILL NOTBE BROUGHT TO FINAL GRADE OR ON WHICH LAND DISTURBING ACTIVITIES WILL NOT BEPERFORMED FOR A PERIOD GREATER THAN 14 DAYS AND REQUIRES VEGETATIVE COVERFOR LESS THAN ONE YEAR. THIS TEMPORARY SITE RESTORATION REQUIREMENT ALSOAPPLIES TO SOIL STOCKPILES THAT EXIST FOR MORE THAN 7 DAYS. PERMANENTRESTORATION APPLIES TO AREAS WHERE PERENNIAL VEGETATIVE COVER IS NEEDED TOPERMANENTLY STABILIZE AREAS OF EXPOSED SOIL. PERMANENT STABILIZATION SHALLOCCUR WITHIN 3 WORKING DAYS OF FINAL GRADING. TOPSOIL, SEED, AND MULCHSHALL BE IN GENERAL CONFORMANCE WITH TECHNICAL STANDARDS 1058 AND 1059AND SHALL MEET THE SPECIFICATIONS FOUND IN THE LANDSCAPING AND SITESTABILIZATION SECTION OF THIS CONSTRUCTION DOCUMENT. ANY SOIL EROSION THATOCCURS AFTER FINAL GRADING AND/OR FINAL STABILIZATION MUST BE REPAIRED ANDTHE STABILIZATION WORK REDONE.9.IF SITE DEWATERING IS REQUIRED FOR PROPOSED CONSTRUCTION ACTIVITIES, ALLSEDIMENT LADEN WATER GENERATED DURING THE DEWATERING PROCESS SHALL BETREATED TO REMOVE SEDIMENT PRIOR TO DISCHARGING OFF-SITE OR TO WATERS OFTHE STATE. FOLLOW ALL PROCEDURES FOUND IN TECHNICAL STANDARD 1061.10.ALL OFF-SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION WORKOR A STORM EVENT SHALL BE CLEANED UP BY THE END OF EACH WORKING DAY. DUSTCONTROL REQUIREMENTS SHALL BE FOLLOWED PER WI DNR TECHNICAL STANDARD 1068(CURRENT EDITION). FLUSHING SHALL NOT BE ALLOWED.C.ALL EROSION CONTROL DEVICES SHALL AT A MINIMUM BE INSPECTED EVERY 7 CALENDARDAYS OR EVERY 14 DAYS AND WITHIN 24 HOURS OF THE END OF A RAIN EVENT OF 0.5" ORMORE. MAINTENANCE SHALL BE PERFORMED PER WISCONSIN ADMINISTRATIVE CODE(W.A.C.) NR 151 STORMWATER MANAGEMENT TECHNICAL STANDARD REQUIREMENTS.D.EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL THE AREA(S) SERVED HAVEESTABLISHED VEGETATIVE COVER.E.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL EROSION CONTROLPERMITS. DIVISION 32 EXTERIOR IMPROVEMENTS32 10 00 AGGREGATE BASE & ASPHALT PAVEMENTA.CONTRACTOR TO PROVIDE COMPACTED AGGREGATE BASE AND HOT MIX ASPHALTPAVEMENT WHERE INDICATED ON THE PLANS. ALL AGGREGATE PROVIDED MUST COMPLYWITH SECTION 305 OF THE WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY ANDSTRUCTURE CONSTRUCTION. PROVIDE HOT MIX ASPHALT MIXTURE TYPES PER SECTION 460OF THE WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURECONSTRUCTION. CONTRACTOR SHALL OBTAIN AND REVIEW SOILS REPORT FORRECOMMENDATIONS FOR GEO-GRID / GEOTEXTILE BELOW CRUSHED AGGREGATE (IFAPPLICABLE). CONTRACTOR TO PROVIDE AGGREGATE BASE AND HOT MIX ASPHALTPAVEMENT TYPES AND DEPTHS AS INDICATED BELOW:ASPHALT PAVING SECTION1-1/2" SURFACE COURSE (5LT 58-28S)WISDOT 455.2.5 TACK COAT (STAGED PAVING) 2-1/2" BINDER COURSE (4 LT 58-28S)12" OF 1-1/4" CRUSHED AGGREGATEB.CONTRACTOR TO COMPACT THE AGGREGATE BASE, ASPHALT BINDER COURSE, ANDASPHALT SURFACE COURSE TO AN AVERAGE DENSITY PER WISCONSIN STANDARDSPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION. ALL ASPHALT PAVEMENTAREAS SHALL BE PAVED TO WITHIN 0.05' OF DESIGN SURFACE GRADES WITH POSITIVEDRAINAGE BEING MAINTAINED IN ACCORDANCE WITH DESIGN PLANS. A MINIMUM OF 1.5%SLOPE SHALL BE MAINTAINED IN ALL ASPHALT PAVEMENT AREA.C.HOT MIX ASPHALT CONSTRUCTION TO BE PROVIDED PER MORE STRINGENT REQUIREMENTSOF GEOTECHNICAL REPORT OR CONSTRUCTION DOCUMENTS.D.CONTRACTOR TO PROVIDE 4” WIDE PAINTED STRIPING FOR PARKING STALLS, TRAFFICLANES, AND NO PARKING AREAS. (YELLOW OR WHITE) PAINT MARKINGS SHALL ALSO BEPROVIDED FOR H.C. ACCESSIBLE SYMBOLS, TRAFFIC ARROWS, AND TRAFFIC MESSAGES.32 20 00 CONCRETE AND AGGREGATE BASEA.CONTRACTOR TO PROVIDE CRUSHED AGGREGATE BASE AND CONCRETE WHERE INDICATEDON THE PLANS.B.ALL AGGREGATE PROVIDED MUST COMPLY WITH SECTION 305 OF THE WISCONSINSTANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION. ALLAGGREGATE PLACED MUST BE COMPACTED TO AN AVERAGE DENSITY PER WISCONSINSTANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION.C.DESIGN AND CONSTRUCTION OF ALL CAST-IN-PLACE EXTERIOR CONCRETE FLAT WORKSHALL CONFORM TO ACI 330R-08 & ACI 318-08.D.EXTERIOR CONCRETE FLAT WORK CONSTRUCTION TO BE PROVIDED PER MORE STRINGENTREQUIREMENTS OF THE GEOTECHNICAL REPORT OR THIS SPECIFICATION. CONCRETE FLATWORK CONSTRUCTION IS AS FOLLOWS:1.SIDEWALK CONCRETE - 4” OF CONCRETE OVER 4” OF 3/4” CRUSHED AGGREGATE BASE.CONTRACTION JOINTS SHALL CONSIST OF 1/8” WIDE BY 1” DEEP TOOLED JOINT WHEREINDICATED ON THE PLANS.2.DUMPSTER PAD/APRON CONCRETE - 8” OF CONCRETE OVER 6” OF AGGREGATE BASE.a.CONCRETE SHALL BE STEEL REINFORCED WITH THE FOLLOWING AND PLACED IN THEUPPER 1/3 TO ½ OF THE SLAB:1)TIE BARS AT ALL CONTRACTION JOINTS OF THE CONCRETE. TIE BARS SHALL BE #4REBAR 30” LONG PLACED AT 30” O.C.b.DUMPSTER PAD CONCRETE JOINTING SHALL BE AS FOLLOWS:1)CONTRACTION SAWCUT JOINT - CONTRACTOR SHALL PROVIDE A SAWCUT JOINTAT MAXIMUM SPACING OF 15' ON CENTER. SAWCUT SHALL BE 2” IN DEPTH.2)TYPICAL POUR CONTROL JOINT - POUR CONTROL JOINT SHALL BE PROVIDED WITH1-1/4” DIAMETER BY 20” LONG SMOOTH DOWEL PLACED AT 12” O.C. ONE HALF OFTHE DOWEL SHALL BE GREASED. GREENSTREAK 9” SPEED DOWEL TUBES SHALL BEUSED.3.KOELLER STREET PAVEMENT SECTION- 8 EIGHT (8") DOWELED PAVEMENT ON 12" OFCABC. THE CONTRACTOR WILL BE REQUIRED TO INSTALL 1-1/4" DOWEL BARS AND #6 TIEBARS FOR ALL PAVEMENT PATCHING RESTORATION. THE CONTRACTOR WILL BEREQUIRED TO INSTALL DOWEL BASKETS WHERE NECESSARY FOR ALL INTERMEDIATEPAVEMENT JOINTS WITHIN THE DISTURBED PAVEMENT PATCH.E.DESIGN MIXES SHALL BE IN ACCORDANCE WITH ASTM C941.STRENGTH TO BE MINIMUM OF 4,500 PSI AT 28 DAYS FOR EXTERIOR CONCRETE.2.MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45.3.SLUMP SHALL NOT EXCEED 4” FOR EXTERIOR CONCRETE FLAT WORK4.SLUMP SHALL BE 2.5” OR LESS FOR SLIP-FORMED CURB AND GUTTER5.SLUMP SHALL BE BETWEEN 1.5” TO 3” FOR NON SLIP-FORMED CURB AND GUTTER.6.ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED WITH 4% TO 7% AIR CONTENT. NOOTHER ADMIXTURES SHALL BE USED WITHOUT APPROVAL OF EXCEL ENGINEERING, INC.CALCIUM CHLORIDE SHALL NOT BE USED.7.MAXIMUM AGGREGATE SIZE FOR ALL EXTERIOR CONCRETE SHALL BE 0.75 INCHES.F.VERIFY EQUIPMENT CONCRETE PAD SIZES WITH CONTRACTOR REQUIRING PAD. PADSSHALL HAVE FIBERMESH 300 FIBERS AT A RATE OF 1.5 LBS/CU. YD. OR 6 X 6-W1.4 X W1.4WELDED WIRE MESH WITH MINIMUM 1 INCH COVER. EQUIPMENT PADS SHALL BE 5.5INCHES THICK WITH 1 INCH CHAMFER UNLESS SPECIFIED OTHERWISE. COORDINATEADDITIONAL PAD REQUIREMENTS WITH RESPECTIVE CONTRACTOR.G.ALL CONCRETE FLAT WORK SURFACES AND CONCRETE CURB FLOWLINES SHALL BECONSTRUCTED TO WITHIN 0.05' OF DESIGN SURFACE AND FLOWLINE GRADES ASSUMINGPOSITIVE DRAINAGE IS MAINTAINED IN ACCORDANCE WITH THE DESIGN PLANS.H.CONCRETE FLAT WORK SHALL HAVE CONSTRUCTION JOINTS OR SAW CUT JOINTS PLACEDAS INDICATED ON THE PLANS OR PER THIS SPECIFICATION. SAWCUTS SHALL BE DONE ASSOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER CONCRETE IS PLACED.CONCRETE CURB AND GUTTER JOINTING SHALL BE PLACED EVERY 10' OR CLOSER (6' MIN.).IF CONCRETE PAVEMENT IS ADJACENT TO CONCRETE CURB, JOINTING IN THE PAVEMENTAND CURB SHALL ALIGN. ALL EXTERIOR CONCRETE SHALL HAVE A BROOM FINISH UNLESSNOTED OTHERWISE. A UNIFORM COAT OF A HIGH SOLIDS CURING COMPOUND MEETINGASTM C309 SHALL BE APPLIED TO ALL EXPOSED CONCRETE SURFACES. ALL CONCRETE IS TOBE CURED FOR 7 DAYS. EXTERIOR CONCRETE SHALL BE SEPARATED FROM BUILDINGS WITHCONTINUOUS 0.5 INCH FIBER EXPANSION JOINT AND/OR 0.25 INCH FIBER EXPANSION JOINTAT DECORATIVE MASONRY UNITS.I.ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60. THICKNESS OF CONCRETE COVEROVER REINFORCEMENT SHALL BE NOT LESS THAN 3” WHERE CONCRETE IS DEPOSITEDAGAINST THE GROUND WITHOUT THE USE OF FORMS AND NOT LESS THAN 1.5” FOR UP TO#5 BARS AND 2” FOR #6 TO #10 BARS IN ALL OTHER LOCATIONS. ALL REINFORCING SHALLBE LAPPED 48 DIAMETERS FOR UP TO #6 BARS, 62 DIAMETERS FOR #7 TO #9 BARS, 68DIAMETERS FOR #10 BARS OR AS NOTED ON THE DRAWINGS AND EXTENDED AROUNDCORNERS WITH CORNER BARS. PLACING AND DETAILING OF STEEL REINFORCING ANDREINFORCING SUPPORTS SHALL BE IN ACCORDANCE WITH CRSI AND ACI MANUAL ANDSTANDARD PRACTICES. THE REINFORCEMENT SHALL NOT BE PAINTED AND MUST BE FREEOF GREASE/OIL, DIRT OR DEEP RUST WHEN PLACED IN THE WORK. ALL WELDED WIREFABRIC SHALL MEET THE REQUIREMENTS OF ASTM A 1064. WELDED WIRE FABRIC SHALL BEPLACED 2” FROM TOP OF SLAB, UNLESS INDICATED OTHERWISE.J.CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTINGAGENCY TO SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TEST REPORTS DURINGCONCRETE PLACEMENT. TESTS WILL BE PERFORMED ACCORDING TO ACI 301. CAST ANDLABORATORY CURE ONE SET OF FOUR STANDARD CYLINDERS FOR EACH COMPOSITESAMPLE FOR EACH DAY'S POUR OF EACH CONCRETE MIX EXCEEDING 5 CU. YD., BUT LESSTHAN 25 CU. YD., PLUS ONE SET FOR EACH ADDITIONAL 50 CU. YD. OR FRACTION THEREOF.PERFORM COMPRESSIVE-STRENGTH TESTS ACCORDING TO ASTM C 39. TEST TWOSPECIMENS AT 7 DAYS AND TWO SPECIMENS AT 28 DAYS. PERFORM SLUMP TESTINGACCORDING TO ASTM C 143. PROVIDE ONE TEST AT POINT OF PLACEMENT FOR EACHCOMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACHCONCRETE MIX. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TOCHANGE.K.PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD ORHOT TEMPERATURES. IN HOT, DRY, AND WINDY WEATHER, APPLY ANEVAPORATION-CONTROL COMPOUND ACCORDING TO MANUFACTURER'S INSTRUCTIONSAFTER SCREEDING AND BULL FLOATING, BUT BEFORE POWER FLOATING AND TROWELLING.L.LIMIT MAXIMUM WATER-CEMENTITIOUS RATIO OF CONCRETE EXPOSED TO FREEZING,THAWING AND DEICING SALTS TO 0.45.M.TEST RESULTS WILL BE REPORTED IN WRITING TO THE DESIGN ENGINEER, READY-MIXPRODUCER, AND CONTRACTOR WITHIN 24 HOURS AFTER TESTS. REPORTS OF COMPRESSIVESTRENGTH TESTS SHALL CONTAIN THE PROJECT IDENTIFICATION NAME AND NUMBER, DATEOF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING SERVICE, CONCRETE TYPE ANDCLASS, LOCATION OF CONCRETE BATCH ON SITE, DESIGN COMPRESSIVE STRENGTH AT 28DAYS, CONCRETE MIX PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH,AND TYPE OF BREAK FOR BOTH 7-DAY TESTS AND 28-DAY TESTS.N.CONTRACTOR TO PROVIDE 4” WIDE PAINTED STRIPING FOR PARKING STALLS, TRAFFICLANES, AND NO PARKING AREAS. PAINT MARKINGS SHALL ALSO BE PROVIDED FOR H.C.ACCESSIBLE SYMBOLS, TRAFFIC ARROWS, AND TRAFFIC MESSAGES. 32 30 00 LANDSCAPING AND SITE STABILIZATIONA.TOPSOIL: CONTRACTOR TO PROVIDE A MINIMUM OF 6” OF TOPSOIL FOR ALL DISTURBEDOPEN AREAS, OTHER THAN A LANDSCAPE ISLANDS SHALL BE PROVIDED WITH A MINIMUMOF 10” OF TOPSOIL. REUSE SURFACE SOIL STOCKPILED ON SITE AND SUPPLEMENT WITHIMPORTED OR MANUFACTURED TOPSOIL FROM OFF SITE SOURCES WHEN QUANTITIES AREINSUFFICIENT. EXCAVATOR SHALL BE RESPONSIBLE FOR ROUGH PLACEMENT OF TOPSOIL TOWITHIN 1” OF FINAL GRADE PRIOR TO LANDSCAPER FINAL GRADING. LANDSCAPER TOPROVIDE PULVERIZING AND FINAL GRADING OF TOPSOIL. PROVIDE SOIL ANALYSIS BY AQUALIFIED SOIL TESTING LABORATORY AS REQUIRED TO VERIFY THE SUITABILITY OF SOIL TOBE USED AS TOPSOIL AND TO DETERMINE THE NECESSARY SOIL AMENDMENTS. TEST SOILFOR PRESENCE OF ATRAZINE AND INFORM EXCEL ENGINEERING, INC. IF PRESENT PRIOR TOBIDDING PROJECT. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 8, CONTAIN A MINIMUMOF 5 PERCENT ORGANIC MATERIAL CONTENT, AND SHALL BE FREE OF STONES 1 INCH ORLARGER IN DIAMETER. ALL MATERIALS HARMFUL TO PLANT GROWTH SHALL ALSO BEREMOVED.TOPSOIL INSTALLATION: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 6 INCHES ANDREMOVE STONES LARGER THAN 1” IN DIAMETER. ALSO REMOVE ANY STICKS, ROOTS,RUBBISH, AND OTHER EXTRANEOUS MATTER AND DISPOSE OF THEM OFF THE PROPERTY.SPREAD TOPSOIL TO A DEPTH OF 6” BUT NOT LESS THAN WHAT IS REQUIRED TO MEETFINISHED GRADES AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. DO NOT SPREADTOPSOIL IF SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET. GRADE PLANTING AREASTO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADETO WITHIN 0.05 FEET OF FINISHED GRADE ELEVATION.B.SEEDED LAWNS:1.PERMANENT LAWN AREAS SHALL BE SEEDED WITH THE FOLLOWING MIXTURE: 65%KENTUCKY BLUEGRASS BLEND (2.0-2.6 LBS./1,000 S.F.), 20% PERENNIAL RYEGRASS (0.6-0.8LBS./1,000 S.F.), 15% FINE FESCUE (0.4-0.6 LBS/1,000 S.F.). STRAW AND MULCH SHALL BELAID AT 100LBS/1,000 S.F. FERTILIZE AS PER SOIL TEST OR APPLY 5-10-10 OR EQUIVALENTAT 5-6 LBS/1,000 S.F. SEE EROSION MATTING SPECIFICATIONS AS REQUIRED. ALL SITEDISTURBED AREAS NOT DESIGNATED FOR OTHER LANDSCAPING AND SITE STABILIZATIONMETHODS SHALL BE SEEDED AS PERMANENT LAWN. NO BARE TOPSOIL SHALL BE LEFTONSITE. FOLLOW PROCEDURES FOUND IN WDNR TECHNICAL STANDARDS 1058 & 1059.2.ALL PERMANENT AND TEMPORARY STORM WATER CONVEYANCE SWALE BOTTOMS ANDSIDE SLOPES SHALL BE SEEDED WITH THE FOLLOWING MIXTURE: 45% KENTUCKYBLUEGRASS (0.60 LBS./1000 S.F.), 40% CREEPING RED FESCUE (0.50 LBS./1,000 S.F.), AND15% PERENNIAL RYEGRASS (0.20 LBS./1,000 S.F.). FERTILIZE AS PER SOIL TEST OR APPLY5-10-10 OR EQUIVALENT AT 5-6 LBS./1,000 S.F. SEE EROSION MATTING SPECIFICATIONSAS REQUIRED. FOLLOW PROCEDURES FOUND IN WDNR TECHNICAL STANDARDS 1058 &1059.3.ALL TEMPORARY SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE: 100%RYEGRASS AT 1.9 LBS./1,000 S.F. STRAW AND MULCH SHALL BE LAID AT 100 LBS./1,000S.F. FERTILIZE AS PER SOIL TEST OR APPLY 5-10-10 OR EQUIVALENT AT 5-6 LBS./1,000 S.F.SEE EROSION MATTING SPECIFICATIONS AS REQUIRED. FOLLOW PROCEDURES FOUND INWDNR TECHNICAL STANDARDS 1058 & 1059.C.SEEDED LAWN MAINTENANCE: CONTRACTOR TO PROVIDE MAINTENANCE OF ALLLANDSCAPING FOR A PERIOD OF 90 DAYS FROM THE DATE OF INSTALLATION. AT THE ENDOF THE MAINTENANCE PERIOD, A HEALTHY, UNIFORM, CLOSE STAND OF GRASS SHOULD BEESTABLISHED FREE OF WEEDS AND SURFACE IRREGULARITIES. LAWN COVERAGE SHOULDEXCEED 90% AND BARE SPOTS SHOULD NOT EXCEED 5”X5”. CONTRACTOR SHOULDREESTABLISH LAWNS THAT DO NOT COMPLY WITH THESE REQUIREMENTS AND CONTINUEMAINTENANCE UNTIL LAWNS ARE SATISFACTORY.D.EROSION MATTING:1.CONTRACTOR TO PROVIDE EROSION CONTROL MATTING (NORTH AMERICAN GREENS150) OR EQUIVALENT ON ALL SLOPES THAT ARE 4:1 AND GREATER OUTSIDE OFSTORMWATER CONVEYANCE SWALES. LAWN SEED SHALL BE PLACED BELOW MATTING INACCORDANCE WITH SEEDING REQUIREMENTS AND MANUFACTURER SPECIFICATIONS.2.CONTRACTOR TO PROVIDE EROSION MATTING (NORTH AMERICAN GREEN C125) OREQUIVALENT IN ALL SWALE BOTTOMS AND SIDE SLOPES AS REQUIRED. LAWN SEEDSHALL BE PLACED BELOW MATTING IN ACCORDANCE WITH SEEDING REQUIREMENTSAND MANUFACTURER SPECIFICATIONS.E.TREES AND SHRUBS: FURNISH NURSERY-GROWN TREES AND SHRUBS WITH HEALTHY ROOTSYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED,FULLY BRANCHED, AND HEALTHY LOOKING STOCK. STOCK SHOULD ALSO BE FREE OFDISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES,ABRASIONS, AND DISFIGUREMENT. SEE THE LANDSCAPE PLAN FOR SPECIFIC SPECIE TYPE,SIZE, AND LOCATION.F.TREE AND SHRUB INSTALLATION: EXCAVATE CIRCULAR PITS WITH SIDES SLOPED INWARD.TRIM BASE LEAVING CENTER AREA RAISED SLIGHTLY TO SUPPORT ROOT BALL. EXCAVATE PITAPPROXIMATELY THREE TIMES AS WIDE AS THE ROOT BALL DIAMETER. SET TREES ANDSHRUBS PLUMB AND IN CENTER OF PIT WITH TOP OF BALL 1” ABOVE ADJACENT FINISHEDGRADES. PLACE PLANTING SOIL MIX AROUND ROOT BALL IN LAYERS AND TAMP TO SETTLEMIX. WATER ALL PLANTS THOROUGHLY. PROVIDE TEMPORARY STAKING FOR TREES ASREQUIRED.G.TREE AND SHRUB MAINTENANCE/WARRANTY: CONTRACTOR TO PROVIDE MAINTENANCEOF ALL LANDSCAPING FOR A PERIOD OF 90 DAYS FROM THE DATE OF INSTALLATION.MAINTENANCE TO INCLUDE REGULAR WATERING AS REQUIRED FOR SUCCESSFUL PLANTESTABLISHMENT. CONTRACTOR TO PROVIDE 1 YEAR WARRANTY ON ALL TREES, SHRUBS,AND PERENNIALS.H.RIVER ROCK: PROVIDE 3” MINIMUM THICK BLANKET OF 1.5” MINIMUM TO 2.5” MAXIMUMRIVER ROCK STONE AT ALL PLANTING AREAS INDICATED ON THE LANDSCAPE PLAN.INSTALL OVER NON-WOVEN WEED BARRIER FABRIC. COLOR BY OWNER.I.PLASTIC EDGING: INSTALL VALLEY VIEW INDUSTRIES BLACK DIAMOND LAWN EDGING TOSEPARATE ALL PLANTING BEDS FROM LAWN AREAS. EDGING TO BE 5.5” TALL WITH METALSTAKES INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. DIVISION 33 UTILITIES33 10 00 SITE UTILITIESA.CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES ON SITE.CONTRACTOR TO VERIFY PIPE LOCATIONS, SIZES, AND DEPTHS AT POINT OF PROPOSEDCONNECTIONS AND VERIFY PROPOSED UTILITY ROUTES ARE CLEAR (PER CODE) OF ALLEXISTING UTILITIES AND OTHER OBSTRUCTIONS PRIOR TO CONSTRUCTION. COSTSINCURRED FOR FAILURE TO DO SO SHALL BE THE CONTRACTORS RESPONSIBILITY.B.CONTRACTOR TO FIELD TELEVISE ALL EXISTING SANITARY AND STORM LATERALS THAT ARESCHEDULED TO BE RE-USED AND/OR CONNECTED TO ON SITE. THE TELEVISING SHALL BECOMPLETED TO ENSURE THE EXISTING LATERAL(S) ARE FREE OF OBSTRUCTIONS AND INSOUND STRUCTURAL CONDITION. TELEVISING OF THESE LATERAL(S) SHOULD BECOMPLETED AT BEGINNING OF CONSTRUCTION AND DESIGN ENGINEER SHALL BE NOTIFIEDOF ANY PIPE OBSTRUCTIONS AND/OR STRUCTURAL DEFICIENCIES IMMEDIATELY AFTERCOMPLETION OF FIELD TELEVISINGC.ALL SANITARY PIPE SHALL BE IN ACCORDANCE WITH MATERIALS SPECIFIED IN TABLE A:ALLOWABLE PIPE MATERIAL SCHEDULE. INSULATION SHALL BE PROVIDED PER STATEPLUMBING CODES AS NECESSARY BASED ON PROPOSED DEPTH PER PLANS.D.CLEANOUTS SHALL BE PROVIDED FOR THE SANITARY & STORM SERVICES AT LOCATIONSINDICATED ON THE UTILITY PLAN. THE CLEANOUT SHALL CONSIST OF A COMBINATION WYEFITTING IN LINE WITH THE SANITARY/STORM SERVICE WITH THE CLEANOUT LEG OF THECOMBINATION WYE FACING STRAIGHT UP. THE CLEANOUT SHALL CONSIST OF A (4” OR 6”)VERTICAL PVC PIPE WITH A WATER TIGHT REMOVABLE CLEANOUT PLUG. AN 8” PVC FROSTSLEEVE SHALL BE PROVIDED. THE BOTTOM OF THE FROST SLEEVE SHALL TERMINATE 12”ABOVE THE TOP OF THE SANITARY LATERAL OR AT LEAST 6” BELOW THE PREDICTED FROSTDEPTH, WHICHEVER IS SHALLOWER. THE CLEANOUT SHALL EXTEND JUST ABOVE THESURFACE GRADE IN LAWN OR LANDSCAPE AREAS WITH THE FROST SLEEVE TERMINATING ATTHE GRADE SURFACE. THE CLEANOUT SHALL EXTEND TO 4 INCHES BELOW SURFACE GRADEIN PAVED SURFACES WITH A ZURN (Z-1474-N) HEAVY DUTY CLEANOUT HOUSING PLACEDOVER THE TOP OF THE CLEANOUT FLUSH WITH THE SURFACE GRADE. IN PAVED SURFACES,THE FROST SLEEVE SHALL TERMINATE IN A CONCRETE PAD AT LEAST 6” THICK ANDEXTENDING AT LEAST 9” FROM THE SLEEVE ON ALL SIDES, SLOPING AWAY FROM THE SLEEVE.THE CLEANOUT HOUSING SHALL BE CONSTRUCTED PER MANUFACTURERS REQUIREMENTS.E.ALL PROPOSED WATER PIPE SHALL BE IN ACCORDANCE WITH MATERIALS SPECIFIED INTABLE A: ALLOWABLE PIPE MATERIAL SCHEDULE. 6' MINIMUM COVER SHALL BE PROVIDEDOVER ALL WATER PIPING UNLESS OTHERWISE SPECIFIED.F.ALL PROPOSED STORM PIPE SHALL BE IN ACCORDANCE WITH MATERIALS SPECIFIED INTABLE A: ALLOWABLE PIPE MATERIAL SCHEDULE. SEE UTILITY PLANS FOR ALL STORM PIPEMATERIAL TYPES TO BE USED. PIPE SHALL BE PLACED MIN. 8' HORIZONTALLY FROMFOUNDATION WALLS.G.SANITARY, STORM, AND WATER UTILITY PIPE INVERTS SHALL BE CONSTRUCTED WITHIN 0.10'OF DESIGN INVERT ELEVATIONS ASSUMING PIPE SLOPE AND SEPARATION IS MAINTAINEDPER THE UTILITY DESIGN PLANS AND STATE REQUIREMENTS.H.SITE UTILITY CONTRACTOR SHALL RUN SANITARY SERVICE TO A POINT WHICH IS AMAXIMUM OF 5' FROM THE EXTERIOR WALL OF THE FOUNDATION. SITE UTILITYCONTRACTOR SHALL RUN STORM SEWER FOR INTERNALLY DRAINED BUILDINGS TO A POINTWHICH IS A MAXIMUM OF 5' FROM THE EXTERIOR WALL OF THE FOUNDATION. SITE UTILITYCONTRACTOR SHALL RUN DOWNSPOUT LEADS TO BUILDING FOUNDATION AND UP 6”ABOVE SURFACE GRADE FOR CONNECTION TO DOWNSPOUT FOR ALL DOWNSPOUT TORISER (DSR) CONNECTIONS. ALL DOWNSPOUT LOCATIONS SHOULD BE VERIFIED WITHARCHITECTURAL PLANS AND DOWNSPOUT CONTRACTOR/GC PRIOR TO INSTALLATION OFDOWNSPOUT LEADS. DOWNSPOUT LEADS SHALL NOT UNDERMINE BUILDINGFOUNDATIONS. SITE UTILITY CONTRACTOR SHALL RUN WATER SERVICE TO A POINT WITHINTHE FOUNDATION SPECIFIED BY THE PLUMBING PLANS. CONTRACTOR TO CUT AND CAPWATER SERVICE 12” ABOVE FINISHED FLOOR ELEVATION.I.ALL UTILITIES SHALL BE INSTALLED WITH PLASTIC COATED TRACER WIRE (10 TO 14 GAUGESOLID COPPER, OR COPPER COATED STEEL WIRE). PLASTIC WIRE MAY BE TAPED TO PLASTICWATER OR SEWER PIPE. IF ATTACHED, THE TRACER WIRE SHALL BE SECURED EVERY 6 TO 20FEET AND AT ALL BENDS. TRACER WIRE SHALL HAVE ACCESS POINTS AT LEAST EVERY 300FEET. TRACER WIRE SHALL TERMINATE IN ACCORDANCE WITH MANUFACTURERSPECIFICATIONS AT GRADE OR IN TERMINATION BOX PER LOCAL/STATE REQUIREMENTS.J.ALL UTILITIES SHALL BE INSTALLED PER STATE, LOCAL, AND INDUSTRY STANDARDS. WATER,SANITARY, AND STORM SEWER SHALL BE INSTALLED PER "STANDARD SPECIFICATION FORSEWER AND WATER CONSTRUCTION IN WISCONSIN". THE EXCEL ENGINEERING DESIGNENGINEER SHALL BE RESPONSIBLE FOR OBTAINING STATE PLUMBING REVIEW APPROVAL (IFREQUIRED). THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL OTHER PERMITSREQUIRED TO INSTALL WATER, SANITARY AND STORM SEWER.K.SEE PLANS FOR ALL OTHER UTILITY SPECIFICATIONS AND DETAILS. 750 750 751751 751 751 751 751751 751 752 752 752 752 752752 752752 752 752 752 752 753 753 753 753 753 753 753 753 753 753 753 754 754 754 754 754754754 754 754 754 755 TOMMY'S CAR WASH CO 754 755 753752 753 753 754 755 753 752 752 752 753 BMO HARRISBANK G CO CO CO754.91 TP 754.91 TP 754.91 TP754.91 TP 755.00 TP 755.00 TP 755.00 TP 755.00 TP 755.00 TP755.00 TP 754.51 TP 754.60 TP 754.90TP 754.80 TP 753 754 754 COCOCOCOCO 751 751 MM M M M 753 N B CHHHH J J DCONTRACTOR TO REMOVEALL ITEMS WITHIN HATCHEDAREA AS NECESSARY FORPROPOSED IMPROVEMENTS. K J SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER250251800PROPOSED COFFEE SHOP FOR:7 BREW ALGOMA2100 OMRO RD ● OSHKOSH, WI 54904NOT FOR CONSTRUCTION PRELIMINARY DATES C1.0CIVIL EXISTING SITE AND DEMOLITION PLAN AUG. 13, 2025AUG. 21, 2025 20'0 20'40'SCALE: 1"= 20' REMOVE PAVEMENT, PROTECT BASEREMOVE FEATURES LEGEND:GENERAL NOTES:·CONTRACTOR TO VERIFY EXISTING CONDITIONS MATCH PREVIOUSLYPROPOSED PLAN PRIOR TO CONSTRUCTION. NORTH KEYNOTESREMOVEPROTECTPROTECT EXISTING WELLSAWCUT (AS NECESSARY) AND REMOVE ASPHALT AND PROTECT BASEREMOVE TREEREMOVE ELECTRIC, GAS STRUCTUREREMOVE SANITARY PORTION OF LATERALSELLER TO REMOVE BUILDING - VERIFY PRIOR TO CONSTRUCTIONREMOVE 2' OF ASPHALT ABCDHJKNR 750 750 750 755 TOMMY'S CAR WASH CO BMO HARRISBANK G MM M M M LANE 2 LANE 1 EXIT STOPSTOPSTOP 1 1 6 111213 1617(TYP. OF 6) 17(TYP. OF 2) 17(TYP. OF 2) 17 18 2222 237' BUILDING SETBACK 10' BUILDING SETBACK 25' BUILDING SETBACK 30' BUILDING SETBACK 8 6 17 17(TYP. OF 2) PROPOSED COFFEE SHOP554 S.F. (1,181 S.F. W/ CANOPY)CIVIL F.F.= 755.00ARCH F.F.= 100'-0" PROPOSED COOLER268 S.F.CIVIL F.F.= 755.00PAD F.F. = 754.67ARCH F.F.= 100'-0"5 9 10 2 DO NOT ENTER SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER250251800PROPOSED COFFEE SHOP FOR:7 BREW ALGOMA2100 OMRO RD ● OSHKOSH, WI 54904 NOT FOR CONSTRUCTION PRELIMINARY DATES C1.1ACIVIL SITE PLAN AUG. 13, 2025AUG. 21, 2025 KEYNOTESCONCRETE STOOP (SEE STRUCTURAL PLANS FOR DETAILS)RAISED WALK (SEE DETAIL)CURB RAMP (SEE DETAIL)ADA CURB RAMP (SEE DETAIL)CURB CUT (SEE DETAIL)CONCRETE FLUME (SEE DETAIL)CONCRETE TRANSFORMER PAD BY UTILITY SUPPLIER(CONTRACTOR TO VERIFY FINAL LOCATION & DESIGN PRIOR TO CONSTRUCTION)HANDICAP SIGN PER STATE CODE (SEE DETAIL)HANDICAP STALL & STRIPING PER STATE CODESDUMPSTER ENCLOSURE (SEE ARCH PLANS FOR DETAILS)6" CONCRETE BOLLARDS (TYP.) (SEE ARCH PLANS FOR DETAILS)PICNIC TABLE (DETAILS BY SUPPLIER)TRAFFIC FLOW ARROWS (TYP). COLOR TO MATCH PARKING STALL STRIPINGPAINT STRIPING (TYP). COLOR TO MATCH PARKING STALL STRIPING 12569101112131617182223 20'0 20'40'SCALE: 1"= 20' EXISTING SITE DATAAREA (AC)AREA (SF)RATIOBUILDING FLOOR AREA0.177,42217.1%PAVEMENT (ASP. & CONC.)0.7331,80173.3%TOTAL IMPERVIOUS0.9039,22390.4%LANDSCAPE/ OPEN SPACE0.104,1549.6%PROJECT SITE1.0043,377100.0%PROPOSED SITE DATAAREA (AC)AREA (SF)RATIOBUILDING FLOOR AREA0.028221.9%PAVEMENT (ASP. & CONC.)0.7633,20076.5%TOTAL IMPERVIOUS0.7834,02278.4%LANDSCAPE/ OPEN SPACE0.219,35521.6%PROJECT SITE1.0043,377100.0% NORTH GENERAL NOTES:·CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS MATCHPREVIOUSLY PROPOSED PLANS.·CONTRACTOR TO COORDINATE WITH OWNER SHARED AND PARKINGACCESS AGREEMENT SITE INFORMATION:PROPERTY AREA: 43,377 S.F. (0.996 ACRES).EXISTING ZONING: B-3 GENERAL BUSINESSPROPOSED ZONING: B-3 GENERAL BUSINESSEXISTING USE: TENANT OFFICEPROPOSED USE: DRIVE-THRU COFFEEAREA OF SITE DISTURBANCE: 36,750SETBACKS:BUILDING: FRONT(SOUTH) = 30'SIDE(WEST) = 7'SIDE(EAST) = 10'REAR(NORTH) = 25'PROPOSED BUILDING HEIGHT: 20' (MAX. HEIGHT ALLOWED: 45')PARKING REQUIRED: 1 SPACE PER 300 S.F. PLUS 1 FOR EACH EMPLOYEE ON THE LARGESTWORK SHIFT S.F. (13 SPACES REQ.)PARKING PROVIDED: 14 SPACE (1 H.C. ACCESSIBLE)HANDICAP STALLS REQUIRED: 1, HANDICAP STALLS PROVIDED: 1 LEGEND:HATCHPAVEMENT SECTIONHATCHPAVEMENT SECTIONPROPOSED ASPHALTDUMPSTER PAD / APRONCONCRETESIDEWALK CONCRETE18" CURB & GUTTER (SEE DETAIL)18" MOUNTABLE CURB &GUTTER (SEE DETAIL) 750 750 750 755 755 TOMMY'S CAR WASH CO BMO HARRISBANK G MM M M M LANE 2LANE 1EXITSTOPSTOPSTOP7' BUILDING SETBACK 10' BUILDING SETBACK 25' BUILDING SETBACK 30' BUILDING SETBACK PROPOSED COFFEE SHOP554 S.F. (1,181 S.F. W/ CANOPY)CIVIL F.F.= 755.00ARCH F.F.= 100'-0" PROPOSED COOLER268 S.F.CIVIL F.F.= 755.00PAD F.F. = 754.67ARCH F.F.= 100'-0" DO NOT ENTER SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER250251800PROPOSED COFFEE SHOP FOR:7 BREW ALGOMA2100 OMRO RD ● OSHKOSH, WI 54904NOT FOR CONSTRUCTION PRELIMINARY DATES C1.1BCIVIL STRIPING PLAN AUG. 13, 2025AUG. 21, 2025 20'0 20'40'SCALE: 1"= 20' NORTH SUBSTITUTION TO COLORS MUST BEAPPROVED BY 7 BREWPMS 000CC:0%M:0%Y:0%K: 0%R: 255G:255B:255HEX:FFFFFFPMS 293C:100%M:63%Y:0%K: 35%R:0G:61B:165HEX:003DA5PMS 202C:29.54%M:95.11%Y:74.72%K: 29.59%R:138G:36B: 50HEX:8A2432PAINT TYPE:SHERWIN- WILLIAMS PRO PARK, SETFAST,HOTLINE OR AN APPROVED EQUAL. STRIPING PAINT COLORS: WHITE BLUE RED 7 BREW ARROW TEMPLATE STRIPING PLAN KEYNOTES12" TALL RED STOP BAR WITH 48-INCH TALL "STOP" TEXT PAINTED IN RED4" SOLID BLUE PAVEMENT MARKER, TYPICAL MIDLINES SPACED AT 24" O.C.ALIGN 4" SOLID BLUE CROSS WALK MARKER WITH SLIDING DOOR PANEL AT FRONT OPENINGSOLID WHITE TRIPLE ARROW PAVEMENT MARKERWHITE PAINTED ADA ACCESSIBLE PARKING SYMBOL48-INCH TALL "LANE #" PAINTED IN WHITESOLID WHITE DIRECTIONAL ARROW PAVEMENT MARKING (MATCH EXISTING)4" SOLID WHITE PAVEMENT MARKER (TO MATCH EXISTING), TYPICAL12" TALL "DO NOT ENTER" TEXT PAINTED IN RED48-INCH TALL "EXIT" PAINTED IN WHITE 12345678910 111111 12 3 334 334334 334 444 5 66 2 2 37 37 77 37 8 8 9 22 10 750 750 750 751751 751 751 751 751751 751 752 752 752 752 752752 752 752752 752 752 752 752 753 753 753 753 753 753 753 753 753 753 753 754 754 754 754 754754754 754 754 754 754 755 755 TOMMY'S CAR WASH CO 754 755 753752 753 753 754 755 753 752 752 752 753 BMO HARRISBANK G CO CO CO 753 754 754 COCOCOCOCO 751 751 MM M M M 753 LANE 2LANE 1EXITSTOPSTOPSTOP RIDGERIDGE1% PROPOSED COFFEE SHOP554 S.F. (1,181 S.F. W/ CANOPY)CIVIL F.F.= 755.00ARCH F.F.= 100'-0" PROPOSED COOLER268 S.F.CIVIL F.F.= 755.00PAD F.F. = 754.67ARCH F.F.= 100'-0" EC 4 25 S.F. OF 12" D50RIPRAP OVERFILTER FABRIC(TYP.) 754754 754 753 754 754 754.90754.90754.85 754.95755.00754.95754.80755.00754.67754.67754.57754.78754.70754.75 755.36755.42 754.60754.54754.45754.60754.35 754.59 753.65753.55753.35753.20753.15 754.60754.65 752.46EG 752.16EG752.23EG 752.24EG752.97EG 751.74EG 753.04EG 752.16EG 753.61EG 754.25EG 754.18EG 753.64EG 754.03EG 754.36EG 754.27EG 753.72EG 753.05753.10 752.75752.70 753.00EG752.87EG 754.67TC754.50FL 755.15TC754.65FL 755.25TC754.75FL 754.80TC754.63FL754.62TC754.45FL754.56TC754.39FL754.44TC754.27FL754.32TC754.15FL754.41TC754.24FL754.57TC754.40FL755.45TC755.28FL 754.70TC754.53FL754.65TC754.48FL 754.95TC754.78FL 754.80TC754.80FL754.75TC754.58FL754.70TC754.53FL 754.85TC754.68FL 754.57TC754.40FL 754.48TC754.31FL754.47TC754.30FL754.50TC754.33FL 753.70TC753.20FL 753.62TC753.45FL753.62TC753.50FL754.02TC753.85FL 753.50TC753.50FL 753.82TC753.65FL754.05TC753.65FL754.05TC753.55FL 754.50EG 754.72 753.15EG 755.40TC754.90FL755.07TC754.90FL755.07TC754.90FL 753.90 754.00TC753.50FL 754.60RAMP 753.40 754.17TC754.00FL 755.00TC754.83FL 753.72TC753.55FL 753.60 754.65TC754.48FL 753.92TC753.75FL 755.18 755.28 755.43 755.33TC755.16FL 754.63754.44754.47 753.94TC753.77FL754.00TC753.83FL 753 754.67TC754.50FL DO NOT ENTER RIDGE 755.00 755.10 754.75 1.2% 1% 753.47TC753.30FL 1.3% 753.10EC 1EC 2 EC 1EC 2 SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER250251800PROPOSED COFFEE SHOP FOR:7 BREW ALGOMA2100 OMRO RD ● OSHKOSH, WI 54904NOT FOR CONSTRUCTION PRELIMINARY DATES C1.2CIVIL GRADING AND EROSION CONTROL PLAN AUG. 13, 2025AUG. 21, 2025 20'0 20'40'SCALE: 1"= 20' KEYNOTESSILT FENCEDITCH CHECKINLET PROTECTION EC 1EC 2EC 4 GENERAL NOTES:·HANDICAP STALL AND ACCESS AISLES SHALL NOT EXCEED A SLOPE OF1.50% IN ANY DIRECTION. HANDICAP STALL & ACCESS AISLES SHALLCONFORM TO ADA REQUIREMENTS (CURRENT EDITION)·ALL SIDEWALKS SHALL NOT EXCEED A MAXIMUM CROSS SLOPE OF1.50% AND RUNNING SLOPE OF 4.50% UNLESS OTHERWISE SPECIFIED.·CONTRACTOR SHALL PROVIDE STABILIZED CONSTRUCTIONENTRANCE AT CONSTRUCTION ENTRANCE FOR PROPOSEDIMPROVEMENTS AS REQUIRED PER CODE.·CONTRACTOR SHALL PROVIDE CONCRETE WASHOUT AS REQUIREDPER CODE. FINAL LOCATION TBD BY CONTRACTOR.·CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION FORALL CURB INLETS & CATCH BASINS ONSITE & OFFSITE IMMEDIATELYDOWNSTREAM OF THE PROJECT SITE PER LOCAL CODE. NORTH 750 750 751751 751 751 751 751751 751 752 752 752 752 752752 752 752752 752 752 752 752 753 753 753 753 753 753 753 753 753 753 753 754 754 754 754 754754754 754 754 754 754 755 755 TOMMY'S CAR WASH CO 754 755 753752 753 753 754 755 753 752 752 752 753 BMO HARRISBANK G CO CO CO 753 754 754 COCOCOCOCO 751 751 MM M M M 753 LANE 2LANE 1EXITSTOPSTOPSTOP PROPOSED COFFEE SHOP554 S.F. (1,181 S.F. W/ CANOPY)CIVIL F.F.= 755.00ARCH F.F.= 100'-0" PROPOSED COOLER268 S.F.CIVIL F.F.= 755.00PAD F.F. = 754.67ARCH F.F.= 100'-0" DSR COCOCODSR DSR DSRDSR DSR DSR 754754 754 753 754 754 753 DO NOT ENTER APPROXIMATE ROUTE OF PROPOSEDELECTRIC LINE W/ TRANSFORMERAND METER. COORDINATE FINALROUTE W. UTILITY CONTRACTOR &LOCAL UTILITY. PROVIDE ELECTRICAL ANDGAS CONDUIT TO PADCOORDINATE FINALLOCATION W/ OWNER CONDUIT PROVIDED FORFUTURE LIGHT POLE SEEC3.1 FOR DETAILS LIGHT POLE SEEC3.1 FOR DETAILS LIGHT POLE SEEC3.1 FOR DETAILS PROPOSED GB-75GREASE INTERCEPTORRIM = 754.80IE N/S = 747.75 125' OF 1.5" WATER SERVICEBY WELL CONNECTION ANDPERMITTING BY CONTRACTOR 6' OF 2" PVCCONDENSATE DRAIN@ 1% MIN W/ RISERAT BUILDING IE=747.83IE=747.91 SANITARY PIPE 16' OF 4" PVC @ 2.0% SANITARY PIPE 344' OF 6" @2.0% W/(1) 45° BEND SANITARY PIPE 221' OF 4" PVC @ 2.0% CONNECT IE= 6"= BOTTOM6" IE= (APPROX)= 746.87 (FIELD VERIFY) DOWNSPOUT TO RISER17' OF 6" PVC @1.0%W/ (2) 45° BENDIE=752.84(DSPS = 15 GPM)DOWNSPOUT TO RISER5' OF 6" PVC @1.0%IE=752.90(DSPS = 14 GPM)DOWNSPOUT TO RISER5' OF 6" PVC @1.0%IE=752.72(DSPS = 14 GPM) DOWNSPOUT TO RISER5' OF 6" PVC @1.0%IE=752.55(DSPS = 14 GPM) DOWNSPOUT TO RISER6' OF 6" PVC @1.0%IE=752.46(DSPS = 10 GPM) DOWNSPOUT TO RISER7' OF 6" PVC @1.0%IE=752.11(DSPS = 11 GPM) IE=752.83TO SUMP PUMP STORM PIPE B127' OF 6" PVC @1.0%W/ (3) 45° BENDS(DSPS = 78 GPM) 2"X6" WYEIE=752.57 6"X6" WYEIE=752.40 6"X6" WYEIE=752.046"X6" WYEIE=752.67 6"X6" WYEIE=752.85 6"X6" WYEIE=752.50 6" END SECTION 2IE= 751.50(DSPS = 78 GPM)6"X6" WYEIE=747.49 BASIN BROOF AREA = 533 S.F. (21 GPM)DSPS = 21 GPM BASIN CROOF AREA = 1,741 S.F. (57 GPM)DSPS = 57 GPM BASIN ALANDSCAPE AREA = 984 S.F. (10 GPM)PAVEMENT AREA = 10,161 S.F. (313 GPM)DSPS = 323 GPM 8" END SECTION 1IE= 750.30 STORM PIPE A67' OF 8" PVC @1.0%(DSPS = 323 GPM)STORM CB 1 (3' DIA.)RIM = 753.40IE NW = 751.00 STORM PIPE C105' OF 6" PVC @1.0%W/ (3) 45° BENDS(DSPS = (42 GPM)6"X6" WYEIE=751.79 2"X6" WYEIE=752.67 CAUTION! CROSSINGSSTM E IE=752.09SAN E IE= 747.70STM W IE= 752.12SAN W IE= 747.76 SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER250251800PROPOSED COFFEE SHOP FOR:7 BREW ALGOMA2100 OMRO RD ● OSHKOSH, WI 54904NOT FOR CONSTRUCTION PRELIMINARY DATES C1.3CIVIL UTILITY PLAN AUG. 13, 2025AUG. 21, 2025 20'0 20'40'SCALE: 1"= 20' NORTH GENERAL NOTES:·XXXXXXXX 750 750 751751 751 751 751751 752 752 752 752 752752 752 752 753 753 753 753 753 753 753 753 753 753 754 754 754 754 754 754 754 754 755 TOMMY'S CAR WASH CO 754 755 753752 753 753 754 755 753 752 752 752 753 BMO HARRISBANK G CO CO CO754.91 TP 754.91 TP 754.91 TP754.91 TP 755.00 TP 755.00 TP 755.00 TP 755.00 TP 755.00 TP755.00 TP 754.51 TP 754.60 TP 754.90TP 754.80 TP 753 754 754 COCOCOCOCO 751 MM M M M 753 LANE 2LANE 1EXITSTOPSTOPSTOP PROPOSED COFFEE SHOP554 S.F. (1,181 S.F. W/ CANOPY)CIVIL F.F.= 755.00ARCH F.F.= 100'-0" PROPOSED COOLER268 S.F.CIVIL F.F.= 755.00PAD F.F. = 754.67ARCH F.F.= 100'-0" 754754 754 753 754 754 753 DO NOT ENTER SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER250251800PROPOSED COFFEE SHOP FOR:7 BREW ALGOMA2100 OMRO RD ● OSHKOSH, WI 54904NOT FOR CONSTRUCTION PRELIMINARY DATES C1.4CIVIL LANDSCAPE AND RESTORATION PLAN AUG. 13, 2025AUG. 21, 2025 20'0 20'40'SCALE: 1"= 20' NORTH SYMBOLCOMMON NAMEBOTANICAL NAMEPLANT SCHEDULEQUANTITYPLANTEDSIZEROOTDECIDUOUS SHRUBS10 CONT.18" HT.Iroquois Beauty Black ChokeberryAronia melanocarpa 'Morton'6 CONT.18" HT.EVERGREEN SHRUBS1736" HT.CONT.Sea Green JuniperJuniperus Chinensis 'Sea Green'12 CONT.18" HT.Little Princess SpireaSpiraea japonica 'Little Princess' GENERAL NOTES:·SEED ALL BARE DISTURBED SOIL OUTSIDE OF RIVER ROCK AREAS.·SEE SHEET C.02 FOR LANDSCAPE SPECIFICATIONS.·RIVER ROCK VARIETY TO BE APPROVED BY OWNER OR LANDSCAPEARCHITECT PRIOR TO INSTALLATION. EXISTING SUBGRADE VARIES NOT TO SCALEDECIDUOUS SHRUB PLANTING DETAIL NOTE: FOR MASSPLANTINGS EXCAVATEENTIRE BED &BACKFILL W/PREPARED SOIL. ROOT BALL RESTS ONEXISTING ORRECOMPACTED SOIL FINISHED GRADE 2-3 TIMES DIMENSIONOF ROOT BALL 3" MULCH - NO MORE THAN 1"ON TOP OF ROOT BALLPRIOR TO MULCHING, LIGHTLY TAMP SOILAROUND ROOT BALL IN 6" LIFTS TO BRACESHRUB. DO NOT OVER COMPACT. WHENHOLE HAS BEEN BACKFILLED, DEEPLY WATERAROUND ROOT BALL TO SETTLE SOILLOOSEN SOIL. DIGAND TURN SOIL TOREDUCE COMPACTIONTO THE AREA ANDDEPTH SHOWN PLANT AT FINISHED GRADE. DO NOTBURY BOTTOM BRANCHES. PRUNEOUT DEAD AND BROKEN BRANCHES EXISTING SUBGRADE VARIES NOT TO SCALEEVERGREEN SHRUB PLANTING DETAIL NOTE: FOR MASSPLANTINGS EXCAVATEENTIRE BED &BACKFILL W/PREPARED SOIL. ROOT BALL RESTS ONEXISTING ORRECOMPACTED SOIL FINISHED GRADE 2-3 TIMES DIMENSIONOF ROOT BALL 3" MULCH - NO MORE THAN 1"ON TOP OF ROOT BALLPRIOR TO MULCHING, LIGHTLY TAMP SOILAROUND ROOT BALL IN 6" LIFTS TO BRACESHRUB. DO NOT OVER COMPACT. WHEN HOLEHAS BEEN BACKFILLED, DEEPLY WATERAROUND ROOT BALL TO SETTLE SOILLOOSEN SOIL. DIGAND TURN SOIL TOREDUCE COMPACTIONTO THE AREA ANDDEPTH SHOWN PLANT AT FINISHED GRADE. DO NOTBURY BOTTOM BRANCHES. PRUNEOUT ANY BROWN BRANCHES HATCH KEY:HATCHLANDSCAPE MATERIALRIVER ROCK ORNAMENTAL GRASSES211 GAL.CONT.Karl Foerster Feather Reed GrassCalamagrostis acutiflora 'Karl Foerster' Kodiak Orange Bush HoneysuckleDiervilla x 'G2X88544' 5 18" HT.CONT.Grey Owl JuniperJuniperus virginiana 'Grey Owl' SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER250251800PROPOSED COFFEE SHOP FOR:7 BREW ALGOMA2100 OMRO RD ● OSHKOSH, WI 54904NOT FOR CONSTRUCTION PRELIMINARY DATES C2.0CIVIL DETAILS AUG. 13, 2025AUG. 21, 2025 18" CONCRETE CURB & GUTTER DETAILNOT TO SCALE INVERTEDSHEDDINGNOTE #1 CRUSHED AGGREGATE BASE COURSENOTE:1.USE 4% GUTTER CROSS SLOPE UNLESS OTHERWISE NOTED IN THE PLANS.2.THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THESLOPE OF THE SUBGRADE OR BASE AGGREGATE PROVIDED A 6" MIN. GUTTER THICKNESS ISMAINTAINED.3.SEE SITE PLAN & GRADING PLAN FOR INVERTED & SHEDDING CURB LOCATIONS 12"18"6"12" 12"6"6" MIN 6" MIN SEE NOTE #2XXX.XXFL POURED IN PLACECONCRETE1/4" R3/4" R MAX.TCXXX.XX2" R 18" MOUNTABLE CURB & GUTTER DETAILNOT TO SCALE INVERTEDSHEDDINGNOTE #1 CRUSHED AGGREGATE BASE COURSENOTE:1.USE 4% GUTTER CROSS SLOPE UNLESS OTHERWISE NOTED IN THE PLANS.2.THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THESLOPE OF THE SUBGRADE OR BASE AGGREGATE PROVIDED A 6" MIN. GUTTER THICKNESS ISMAINTAINED.3.SEE SITE PLAN & GRADING PLAN FOR INVERTED & SHEDDING CURB LOCATIONS 12"18"6"12" 9"2"7" 6" MIN SEE NOTE #2 POURED IN PLACECONCRETE1/4" R3/4" R MAX.RESERVEDPARKINGTHIS SPACEVEHICLES WITHVET OR DIS PLATES ORSTATE DISABLED CARD HANDICAP SIGNAGE WITHOUT CONCRETE BASE DETAILNOT TO SCALE ACCESSIBLEVAN 3'-0" 18" MIN 12" MIN 5'-0' MIN5'-0" MIN ADD VAN SIGN AT VANACCESSIBLE SPACES2 3/8" DIA. STEELPIPE-PAINTED BLACKFINISH GRADE GALVANIZED ROUND CAPPAINTED BLACK NOT TO SCALE 12 MAX.1 ADA CURB RAMP DETAIL NOTE:ADA CURB RAMP SHALL CONFORM TO THECURRENT EDITION OF ADA STANDARDS FORACCESSIBLE DESIGN FOR ALLREQUIREMENTS. SECTION PAVEMENT1:12 MAX. PLAN 18"SEE PLAN(5'-0" MIN)18" 6'-0"STOOP/SIDEWALK 6"MAX1'-6" #4's T&B DETECTABLEWARNING PLATE PAVEMENT5" CONC. RAMP R/F W/ #4'sT&B4" AGGREGATE BASE DETECTABLE WARNING SURFACE. SURFACE TO BETRUNCATED DOMES WITH A BASE DIAMETER OF 0.9" MIN. TO1.4" MAX. AND A TOP DIAMETER OF OF 50% MIN. TO 65%MAX. OF THE BASE DIAMETER. HEIGHT OF DOMES SHALLHAVE A HEIGHT OF 0.2". TRUNCATED DOMES SHALL HAVE ACENTER-TO-CENTER SPACING OF 1.6" MIN. AND 2.4" MAX.AND A BASE-TO-BASE SPACING OF 0.65" MIN. MEASUREDBETWEEN THE MOST ADJACENT DOMES ON THE GRID.DOMES SHALL BE ALIGNED IN A SQUARE GRID PATTERN. ADASLOPE MAX.TAPERTAPER NOT TO SCALE 12 MAX.1 SECTION PLAN PAVEMENT1:12 MAX. CURB RAMP DETAIL PLAN NOTE:ADA CURB RAMP SHALL CONFORM TOTHE CURRENT EDITION OF ADASTANDARDS FOR ACCESSIBLE DESIGN FORALL REQUIREMENTS. 6'-0"STOOP/SIDEWALK 6"MAX1'-6"4'-0"SEE PLAN(4'-0" MIN)4'-0" #4's T&B DETECTABLEWARNING PLATE PAVEMENT5" CONC. RAMP R/F W/ #4'sT&B4" AGGREGATE BASE DETECTABLE WARNING SURFACE.SURFACE TO BE TRUNCATED DOMES WITH A BASEDIAMETER OF 0.9" MIN. TO 1.4" MAX. AND A TOPDIAMETER OF OF 50% MIN. TO 65% MAX. OF THEBASE DIAMETER. HEIGHT OF DOMES SHALL HAVE AHEIGHT OF 0.2". TRUNCATED DOMES SHALL HAVEA CENTER-TO-CENTER SPACING OF 1.6" MIN. AND2.4" MAX. AND A BASE-TO-BASE SPACING OF 0.65"MIN. MEASURED BETWEEN THE MOST ADJACENTDOMES ON THE GRID. DOMES SHALL BE ALIGNEDIN A SQUARE GRID PATTERN. ADASLOPE MAX. CURB CUT DETAILNOT TO SCALE 1'-6" 1'-6"2'-0" UNLESS OTHERWISESPECIFIEDFLOWCONSTRUCTIONJOINT (TYP) CONSTRUCTIONJOINT (TYP) CONCRETE FLUME DETAILNOT TO SCALE 6" MIN24"24"6" MIN UNDISTURBED SOIL ORCOMPACTED FILL TO A MIN.95% COMPACTION2" IN DEPTH6" CONCRETE FLUME4" OF COMPACTEDAGG BASE (MIN)NOT TO SCALERAISED WALK DETAIL NOTE: SLOPE SLAB AWAY FROMBUILDING AT 1.5% MAX. 1.5% SLOPE MAX. 6"1'-6" 6" MIN BWXXX.XXTWXXX.XX AGGREGATE BASE BUILDING FELT(IF APPLICABLE)4" CONC. WALKPAVEMENT#4's T&B 0.1 0.1 0.2 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.4 0.3 0.4 0.5 0.5 0.6 0.6 0.5 0.4 0.4 0.4 0.5 0.6 0.6 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 1.1 0.9 0.9 1.7 1.3 1.5 0.1 1.7 1.9 0.2 0.1 0.2 3.2 6.2 5.5 5.2 6.2 7.1 5.7 4.4 3.2 1.9 1.1 0.8 0.8 2.0 0.2 0.1 0.2 6.0 3.1 5.9 5.4 5.3 5.5 5.7 4.5 3.3 1.9 1.1 0.8 0.7 1.1 2.2 0.4 0.1 0.2 6.0 3.8 1.4 4.1 4.7 0.7 1.1 2.2 0.4 0.1 0.2 0.9 3.3 2.6 0.3 1.9 3.0 3.4 0.8 1.1 2.1 0.2 0.1 0.7 1.8 0.1 0.1 0.5 1.9 1.5 0.2 0.1 0.4 1.3 1.2 1.1 1.1 0.1 0.1 0.2 0.7 0.1 0.2 0.4 0.5 0.4 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.7 1.0 0.9 0.5 0.6 0.8 0.9 1.0 1.1 1.0 0.9 0.8 0.9 1.0 1.0 0.9 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.2 0.1 0.5 1.2 2.0 1.8 1.3 1.6 1.6 1.7 1.9 1.9 1.7 1.6 1.5 1.5 1.6 1.6 1.3 1.0 0.7 0.7 0.8 1.0 1.1 1.1 0.9 0.8 0.5 0.1 0.1 0.6 1.9 3.1 3.8 4.4 4.7 4.5 4.3 4.2 3.0 2.6 2.3 2.3 2.3 2.5 2.1 1.6 1.1 0.8 0.8 1.0 1.5 1.9 1.9 1.7 1.5 1.0 0.1 0.7 2.4 4.1 5.1 3.8 2.7 3.1 3.8 6.0 4.4 3.8 3.8 4.0 3.7 3.4 2.7 1.8 1.1 0.8 0.8 1.1 1.8 2.5 2.7 2.3 2.5 2.2 1.4 0.9 2.9 5.1 5.9 1.1 1.9 3.0 3.3 3.1 2.2 3.1 2.9 2.1 1.2 3.4 5.6 1.9 3.2 3.4 3.8 2.4 3.3 3.3 2.6 1.2 3.4 5.6 5.8 5.4 4.3 3.1 1.8 1.1 0.8 1.9 3.2 3.4 3.9 2.4 3.3 3.3 2.5 2.9 5.0 5.1 3.4 3.7 3.4 3.2 2.6 1.7 1.1 0.8 1.9 3.1 3.3 3.3 2.3 3.2 3.1 2.3 2.4 3.9 3.4 0.7 0.6 1.0 1.2 1.7 2.1 2.3 2.1 2.2 2.1 2.3 2.0 1.5 1.1 0.8 0.8 1.1 1.8 2.6 2.9 2.5 2.0 2.7 2.4 1.5 1.8 2.8 2.2 0.5 0.6 0.7 1.0 1.3 1.6 1.5 1.4 1.4 1.4 1.5 1.5 1.2 0.9 0.8 0.7 1.1 1.6 2.0 2.1 1.7 1.9 1.7 1.1 1.1 1.9 1.4 0.3 0.4 0.6 0.7 0.8 0.9 0.9 0.8 0.8 0.8 0.9 0.9 0.8 0.7 0.6 0.6 0.9 1.2 1.3 1.2 1.0 0.6 1.0 0.7 0.2 0.3 0.4 0.5 0.5 0.5 0.4 0.4 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.7 6.7 TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' TL @ 10' L24 @ 23' L12H @ 23' L14H @ 23' L14H @ 23' Statistics Description Symbol Avg Max Min Max/Min Avg/Min PARKING LOT 1.8 fc 6.7 fc 0.0 fc N/A N/A Calc Zone #2 1.2 fc 7.7 fc 0.0 fc N/A N/A Schedule Symbol Label Quantity Manufacturer Catalog Number Number Lamps Lumens Per Lamp Light Loss Factor Wattage TL 34 1 400 0.8 2.97786 L24 1 LSI INDUSTRIES, INC. MRM-LED-18L-SIL-FT- 30-70CRI 1 19332 0.9 270 L12H 1 LSI INDUSTRIES, INC. MRM-LED-18L-SIL-2-30- -70CRI-IL 1 11746 0.9 135 L14H 2 LSI INDUSTRIES, INC. MRM-LED-18L-SIL-FT- 30-70CRI-IL 1 12407 0.9 135 S9 • DO NOT POUR TOP OF CANOPY COLUMN FOOTINGS MORE THAN 6" BELOW TOP OF BUILDING FOUNDATION WALL. • TOP OF FOOTINGS SHOULD BE A MINIMUM OF 6" BELOW ADJACEN T PAVING ELEVATION. CANOPY COLUMN FOOTING NOTES: A2.0 1 A2.1 1 A2.0 A2.1 2 2 1 A3.1 _________ 9'-9" 14'-7 1/8" 6'-0" 4 3/4" 2'-11 3/4" 3 3/8" 12'-1 3/8" 5'-1 1/4" 6 3/4" 6'-0" 6 3/4" 6'-0" 4 3/4" 2'-11 3/4" 3 3/8" 6 1/2" 13'-11" 6 1/2" 15'-0" 5'-0" 34'-0" 4'-3" 3'-4" 1'-1 1/2" 3 1/2" 3'-2" 3'-0" 6'-0" 5'-0" 1 A3.0 _________ SERVICE AREA 101 TOILET 102 A2.2 1 A2.2 2 _________ A0.5 1 01 02 04 03 05 DS ACCESS HALL 103 SF2 SF2 SF1 25'-0" 9'-6" STORAGE 106 COOLER 107 SF3 DS DS 8'-10" 8'-10" 8'-10" 8'-10" 9" 10 9" 8'-10" 14'-9" 14'-9" 7 1 8 10 DS DS DS 10 11 10 10 6 2 10 1 A3.1 _________ 9'-9" 15'-0" 5'-3" 3'-3" 2'-1 1/2" 3 4 5 9 9 9 4'-6" 2'-11" MECH ACCESS ROOM 201 06 11" 3'-0" 1. ACCESS DOOR FOR CRAWLSPACE ACCESS. 2. MOP SINK - RE: PLUMBING DRAWINGS. 3. MECH. ACCESS DOOR AND LADDER - SUPPLIED BY OWNER. 4. STEP, CENTER ON DOOR. 5. PREFABRICATED COMPLIANT MECHANICAL SERVICE GUARDRAIL PER IBC SECTION 1015 - EACH SIDE. 6. PREFABRICATED COOLER BY NATIONAL MODULAR MANUFACTURING; COORD. LOCATION & SPECS WITH CIVIL & STRUCT. 7. ADA AUTO/MANUAL EGRESS CAPABLE. 8. ELECTRICAL EQUIPMENT - RE: ELECTRICAL DRAWINGS. PAINT TO MATCH BUILDING. 9. STOREFRONT SIGNS - SUPPLIED AND INSTALLED BY SIGN CONTRACTOR. 10. DOWNSPOUT CONNECTION TO STORMWATER SYSTEM PER CIVIL DRAWINGS. 11. SITE CONTRACTOR TO COORDINATE CIVIL AND STRUCTURAL DRAWINGS TO ENSURE ALL CANOPY COLUMN FOUNDATION PLATES AND BOLTS ARE CONSTRUCTED IN A MANNER THAT CONCEALS THEIR CONNECTIONS COMPLETELY BELOW GRADE, TYP. FLOOR PLAN KEYNOTES XX 2' 4' 0' 3/8" = 1'-0" NORTH SCALE: 3/8" = 1'-0" FIRST FLOOR PLAN 2' 4' 0' 3/8" = 1'-0" NORTH SCALE: 3/8" = 1'-0" MECH. ACCESS ROOM PROJECT INFORMATION PROFESSIONAL SEAL SHEET NUMBER JOB NUMBER PRELIMINARY DATES NOT FOR CONSTRUCTION 8/25/2025 11:01:56 AM C:\Revit Local\250251800_Arch_Central_25_kelly.hCFUB6.rvt A1.2 ARCHITECTURAL FLOOR PLANS 250251800 PROPOSED COFFEE SHOP FOR: 7 BREW ALGOMA 2100 OMRO RD. ● OSHKOSH, WI 54904 AUG. 25, 2025 FIRST FLOOR 100'-0" B.O. CANOPY 109'-3" ATTIC FLOOR 109'-3 5/8" 1 A3.0 _________ T.O. ROOF 119'-3 7/16" DRIVE THRU COFFEE EQ. 4'-9" EQ. A B D D 21 21 20 23 3 9 2 E 8" 8" X X X 4 15 2 13 10 23 1 1'-0" 19 3'-0" 4'-10 1/2" C A B 16 5'-2" 14 17 EQ. 6'-0" EQ. G 1. PRE -ENGINEERED ALUMINUM CANOPY BY OTHERS; REF STRUCTURAL. 2. SURFACE -MOUNTED LED NEON FLEX LIGHTING AS INDICATED (SHOWN DASHED), TYP.; REF ELECTRICAL. 3. MOUNTED SPEAKER SYSTEM; REF SYSTEMS PLAN. 4. ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE. 5. ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF ELECTRICAL. 6. FROST PROOF FLUSH HOSE BIB. 7. EXTERIOR WEATHER -PROOF OUTLET; REF ELECTRICAL. 8. THROUGH WALL SCUPPER ROOF DRAIN. 9. SURFACE -MOUNTED LIGHTED SIGN BOX. 10. SAMSUNG DIGITAL DISPLAYS; INSTALLED IN FIELD BY IT PROVIDER; CHASE FOR DATA CABLE INSTALLED AT BUILDING MANUFACTURING FACILITY. 11. GUARDRAIL; 3' - 6' ABOVE ATTIC FLOOR. 12. HVAC EQUIPMENT. 13. OUTLINE OF MECHANICAL UNIT BEYOND. 14. PREFABRICATED COOLER BY NATIONAL MODULAR MANUFACTURING; COORD. LOCATION AND SPECS WITH CIVIL AND STRUCTURAL. 15. CANOPY HEATER. 16. 36" COOLER DOOR. 17. COOLER LOCK AND CONTROLS. 18. KNOX BOX. 19. 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE. 20. ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR. 21. ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR. 22. EXPOSED DOWNSPOUT, GALVANIZED, PAINTED; CONNECT TO SUB -GRADE STORM WATER COLLECTION SYSTEM; REF CIVIL. 23. PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT WITHIN; CONNECT BASE OF CANOPY COLUMN DOWNSPOUT TO STORMWATER MANAGEMENT SYSTEM; REF CIVIL. 24. PAINTED STRUCTURAL CANOPY COLUMN; REF CIVIL. EXTERIOR ELEVATION KEYNOTES XX A. BRICK VENEER (BRK -2). B. BRICK VENEER (BRK -1). C. BRAKE METAL FASCIA (MP -2) D. SOFFIT PANELS (MP -2). E. STANDING SEAM ROOF PANELS (MP -2). F. METAL BRAKE CAP (MP -3). G. CLEAR ANODIZED ALUMINUM (MP -4) EXTERIOR ELEVATION MATERIALS XX FIRST FLOOR 100'-0" B.O. CANOPY 109'-3" T.O. PARAPET 111'-0 1/2" ATTIC FLOOR 109'-3 5/8" 1 A3.0 _________ T.O. ROOF 119'-3 7/16" 10 3 2 115 2 11 12 88 13 1 18 5 7 9 23 E C CC A B 21 21 25 F F 2 1 13 F B 8 14 FINISH MATERIALS SCHEDULE NOTES: a. SITE CONTRACTOR TO COORDINATE WITH PREFABRICATOR DIRECTLY TO DETERMINE SCOPE SPLIT OF ITEMS PROVIDED/INSTALLED/FINISHED WITHIN FABRICATION FACILITY VERSUS ON-SITE. b. PROVIDE COMPLETE ARCHITECTURAL SIDING SYSTEM AND ACCESSORIES, INCLUDING MATCHING MANUF FABRICATED CORNERS, FLASHINGS, AND TRIMS. SIDING INSTALLATION PER MANUF INSTALLATION INSTRUCTIONS. c. PROVIDE A MINIMUM OF TWO (2) COATS PAINT OVER ON E (1) COAT PRIMER ON ALL EXPOSED GYP BD IN SERVICE AREA AND TOILET. FINISH MATERIALS SCHEDULE BRK-1 SYMBOL ITEM DESCRIPTION REMARKS FRP-1 MP-2 MP-3 BRAKE METAL MP-4 BRAKE METAL PT-2 PAINT VT-1 RESILIENT VINYL FLOORING BRAKE METAL VB-1 RESILIENT VINYL BASE FRP WALL COVERING BRK-2 FIBER CEMENT PANEL SIDING BRAND: NICHIHA COLOR: MIDNIGHT STYLE: MODERN BRICK EXTERIOR WAINSCOT AND REAR WALL NOTES: a, d FIBER CEMENT PANEL SIDING EXTERIOR WALLS ABOVE WAINSCOT AND ATTIC REAR NOTES: b PT-1 PAINT BRAND: NICHIHA COLOR: SHALE BROWN STYLE: CANYON BRICK SERVICE AREA AND TOILET NOTES: a BRAND: NUDO FIBERLITE COLOR: WHITE STYLE: 4' x FULL HEIGHT x .090" REFLECTIVITY - .26 METAL ROOF AND CANOPIES NOTES: a BRAND: BERRIDGE COLOR: ROYAL BLUE STYLE: LOW SHEEN SMOOTH REFLECTIVITY - .39 METAL COPING AT REAR WALL NOTES: a BRAND: BERRIDGE COLOR: ZINC GREY STYLE: LOW SHEEN SMOOTH REFLECTIVITY - .39 METAL COPING AT SIDE WALLS NOTES: a BRAND: BERRIDGE COLOR: ZINC GREY STYLE: LOW SHEEN SMOOTH CEILING TRIMS AND MISC TRIMS NOTES: a, c BRAND: SHERWIN WILLIAMS COLOR: "INDIGO" SW 6531 STYLE: EGGSHELL CEILING, INTERIOR TOILET ROOM WALLS, DOORS AND FRAMES NOTES: a, c BRAND: SHERWIN WILLIAMS COLOR: "FIRST STAR" SW 7646 STYLE: SEMI-GLOSS SERVICE AREA AND TOILET NOTES: a BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL BASE SERVICE AREA AND TOILET NOTES: a BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL FLOORING SCALE: 3/8" = 1'-0" A2.0 NORTH ELEVATION 1 SCALE: 3/8" = 1'-0" A2.0 SOUTH ELEVATION 2 PROJECT INFORMATION PROFESSIONAL SEAL SHEET NUMBER JOB NUMBER PRELIMINARY DATES NOT FOR CONSTRUCTION 8/25/2025 11:01:59 AM C:\Revit Local\250251800_Arch_Central_25_kelly.hCFUB6.rvt A2.0 ARCHITECTURAL EXTERIOR ELEVATIONS 250251800 PROPOSED COFFEE SHOP FOR: 7 BREW ALGOMA 2100 OMRO RD. ● OSHKOSH, WI 54904 AUG. 25, 2025 1. PRE -ENGINEERED ALUMINUM CANOPY BY OTHERS; REF STRUCTURAL. 2. SURFACE -MOUNTED LED NEON FLEX LIGHTING AS INDICATED (SHOWN DASHED), TYP.; REF ELECTRICAL. 3. MOUNTED SPEAKER SYSTEM; REF SYSTEMS PLAN. 4. ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE. 5. ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF ELECTRICAL. 6. FROST PROOF FLUSH HOSE BIB. 7. EXTERIOR WEATHER -PROOF OUTLET; REF ELECTRICAL. 8. THROUGH WALL SCUPPER ROOF DRAIN. 9. SURFACE -MOUNTED LIGHTED SIGN BOX. 10. SAMSUNG DIGITAL DISPLAYS; INSTALLED IN FIELD BY IT PROVIDER; CHASE FOR DATA CABLE INSTALLED AT BUILDING MANUFACTURING FACILITY. 11. GUARDRAIL; 3' - 6' ABOVE ATTIC FLOOR. 12. HVAC EQUIPMENT. 13. OUTLINE OF MECHANICAL UNIT BEYOND. 14. PREFABRICATED COOLER BY NATIONAL MODULAR MANUFACTURING; COORD. LOCATION AND SPECS WITH CIVIL AND STRUCTURAL. 15. CANOPY HEATER. 16. 36" COOLER DOOR. 17. COOLER LOCK AND CONTROLS. 18. KNOX BOX. 19. 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE. 20. ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR. 21. ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR. 22. EXPOSED DOWNSPOUT, GALVANIZED, PAINTED; CONNECT TO SUB -GRADE STORM WATER COLLECTION SYSTEM; REF CIVIL. 23. PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT WITHIN; CONNECT BASE OF CANOPY COLUMN DOWNSPOUT TO STORMWATER MANAGEMENT SYSTEM; REF CIVIL. 24. PAINTED STRUCTURAL CANOPY COLUMN; REF CIVIL. EXTERIOR ELEVATION KEYNOTES XX A. BRICK VENEER (BRK -2). B. BRICK VENEER (BRK -1). C. BRAKE METAL FASCIA (MP -2) D. SOFFIT PANELS (MP -2). E. STANDING SEAM ROOF PANELS (MP -2). F. METAL BRAKE CAP (MP -3). G. CLEAR ANODIZED ALUMINUM (MP -4) EXTERIOR ELEVATION MATERIALS XX FIRST FLOOR 100'-0" B.O. CANOPY 109'-3" T.O. PARAPET 111'-0 1/2" 1 A3.1 _________ ATTIC FLOOR 109'-3 5/8" T.O. ROOF 119'-3 7/16" 2'-7 1/2" 2 20 2 1 21 7 A A A A B BBB C F F 13 12 11 1 6 4'-10 1/2" 3'-0" 23 24 9 2'-0" 7'-5" 3 2 3" 24 10 23 G G FIRST FLOOR 100'-0" B.O. CANOPY 109'-3" T.O. PARAPET 111'-0 1/2" 1 A3.1 _________ ATTIC FLOOR 109'-3 5/8" T.O. ROOF 119'-3 7/16" 2 20 2 1 10 10 23 24 23 3 15 1 3'-0" 4'-10 1/2" A B B A A B F F 13 12 11 C 7'-5" 7 21 2'-7 1/2" A 24 23 3" 24 3 3'-0" G 22 FINISH MATERIALS SCHEDULE NOTES: a. SITE CONTRACTOR TO COORDINATE WITH PREFABRICATOR DIRECTLY TO DETERMINE SCOPE SPLIT OF ITEMS PROVIDED/INSTALLED/FINISHED WITHIN FABRICATION FACILITY VERSUS ON-SITE. b. PROVIDE COMPLETE ARCHITECTURAL SIDING SYSTEM AND ACCESSORIES, INCLUDING MATCHING MANUF FABRICATED CORNERS, FLASHINGS, AND TRIMS. SIDING INSTALLATION PER MANUF INSTALLATION INSTRUCTIONS. c. PROVIDE A MINIMUM OF TWO (2) COATS PAINT OVER ON E (1) COAT PRIMER ON ALL EXPOSED GYP BD IN SERVICE AREA AND TOILET. FINISH MATERIALS SCHEDULE BRK-1 SYMBOL ITEM DESCRIPTION REMARKS FRP-1 MP-2 MP-3 BRAKE METAL MP-4 BRAKE METAL PT-2 PAINT VT-1 RESILIENT VINYL FLOORING BRAKE METAL VB-1 RESILIENT VINYL BASE FRP WALL COVERING BRK-2 FIBER CEMENT PANEL SIDING BRAND: NICHIHA COLOR: MIDNIGHT STYLE: MODERN BRICK EXTERIOR WAINSCOT AND REAR WALL NOTES: a, d FIBER CEMENT PANEL SIDING EXTERIOR WALLS ABOVE WAINSCOT AND ATTIC REAR NOTES: b PT-1 PAINT BRAND: NICHIHA COLOR: SHALE BROWN STYLE: CANYON BRICK SERVICE AREA AND TOILET NOTES: a BRAND: NUDO FIBERLITE COLOR: WHITE STYLE: 4' x FULL HEIGHT x .090" REFLECTIVITY - .26 METAL ROOF AND CANOPIES NOTES: a BRAND: BERRIDGE COLOR: ROYAL BLUE STYLE: LOW SHEEN SMOOTH REFLECTIVITY - .39 METAL COPING AT REAR WALL NOTES: a BRAND: BERRIDGE COLOR: ZINC GREY STYLE: LOW SHEEN SMOOTH REFLECTIVITY - .39 METAL COPING AT SIDE WALLS NOTES: a BRAND: BERRIDGE COLOR: ZINC GREY STYLE: LOW SHEEN SMOOTH CEILING TRIMS AND MISC TRIMS NOTES: a, c BRAND: SHERWIN WILLIAMS COLOR: "INDIGO" SW 6531 STYLE: EGGSHELL CEILING, INTERIOR TOILET ROOM WALLS, DOORS AND FRAMES NOTES: a, c BRAND: SHERWIN WILLIAMS COLOR: "FIRST STAR" SW 7646 STYLE: SEMI-GLOSS SERVICE AREA AND TOILET NOTES: a BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL BASE SERVICE AREA AND TOILET NOTES: a BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL FLOORING SCALE: 3/8" = 1'-0" A2.1 EAST ELEVATION 1 SCALE: 3/8" = 1'-0" A2.1 WEST ELEVATION 2 PROJECT INFORMATION PROFESSIONAL SEAL SHEET NUMBER JOB NUMBER PRELIMINARY DATES NOT FOR CONSTRUCTION 8/25/2025 11:02:03 AM C:\Revit Local\250251800_Arch_Central_25_kelly.hCFUB6.rvt A2.1 ARCHITECTURAL EXTERIOR ELEVATIONS 250251800 PROPOSED COFFEE SHOP FOR: 7 BREW ALGOMA 2100 OMRO RD. ● OSHKOSH, WI 54904 AUG. 25, 2025 1. PRE -ENGINEERED ALUMINUM CANOPY BY OTHERS; REF STRUCTURAL. 2. SURFACE -MOUNTED LED NEON FLEX LIGHTING AS INDICATED (SHOWN DASHED), TYP.; REF ELECTRICAL. 3. MOUNTED SPEAKER SYSTEM; REF SYSTEMS PLAN. 4. ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE. 5. ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF ELECTRICAL. 6. FROST PROOF FLUSH HOSE BIB. 7. EXTERIOR WEATHER -PROOF OUTLET; REF ELECTRICAL. 8. THROUGH WALL SCUPPER ROOF DRAIN. 9. SURFACE -MOUNTED LIGHTED SIGN BOX. 10. SAMSUNG DIGITAL DISPLAYS; INSTALLED IN FIELD BY IT PROVIDER; CHASE FOR DATA CABLE INSTALLED AT BUILDING MANUFACTURING FACILITY. 11. GUARDRAIL; 3' - 6' ABOVE ATTIC FLOOR. 12. HVAC EQUIPMENT. 13. OUTLINE OF MECHANICAL UNIT BEYOND. 14. PREFABRICATED COOLER BY NATIONAL MODULAR MANUFACTURING; COORD. LOCATION AND SPECS WITH CIVIL AND STRUCTURAL. 15. CANOPY HEATER. 16. 36" COOLER DOOR. 17. COOLER LOCK AND CONTROLS. 18. KNOX BOX. 19. 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE. 20. ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR. 21. ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR. 22. EXPOSED DOWNSPOUT, GALVANIZED, PAINTED; CONNECT TO SUB -GRADE STORM WATER COLLECTION SYSTEM; REF CIVIL. 23. PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT WITHIN; CONNECT BASE OF CANOPY COLUMN DOWNSPOUT TO STORMWATER MANAGEMENT SYSTEM; REF CIVIL. 24. PAINTED STRUCTURAL CANOPY COLUMN; REF CIVIL. EXTERIOR ELEVATION KEYNOTES XX A. BRICK VENEER (BRK -2). B. BRICK VENEER (BRK -1). C. BRAKE METAL FASCIA (MP -2) D. SOFFIT PANELS (MP -2). E. STANDING SEAM ROOF PANELS (MP -2). F. METAL BRAKE CAP (MP -3). G. CLEAR ANODIZED ALUMINUM (MP -4) EXTERIOR ELEVATION MATERIALS XX FIRST FLOOR 100'-0" T.O. COOLER 110'-2" 14 13 F 8 DRIVE THRU COFFEE 19 22 3'-4" 1'-9" 2'-7 1/2" 2'-7 1/2" 3'-0" 10'-2" A B B B FIRST FLOOR 100'-0" T.O. COOLER 110'-2" 14 F 13 10'-2" 3'-0" 2'-7 1/2" 2'-7 1/2" A B B B FINISH MATERIALS SCHEDULE NOTES: a. SITE CONTRACTOR TO COORDINATE WITH PREFABRICATOR DIRECTLY TO DETERMINE SCOPE SPLIT OF ITEMS PROVIDED/INSTALLED/FINISHED WITHIN FABRICATION FACILITY VERSUS ON-SITE. b. PROVIDE COMPLETE ARCHITECTURAL SIDING SYSTEM AND ACCESSORIES, INCLUDING MATCHING MANUF FABRICATED CORNERS, FLASHINGS, AND TRIMS. SIDING INSTALLATION PER MANUF INSTALLATION INSTRUCTIONS. c. PROVIDE A MINIMUM OF TWO (2) COATS PAINT OVER ON E (1) COAT PRIMER ON ALL EXPOSED GYP BD IN SERVICE AREA AND TOILET. FINISH MATERIALS SCHEDULE BRK-1 SYMBOL ITEM DESCRIPTION REMARKS FRP-1 MP-2 MP-3 BRAKE METAL MP-4 BRAKE METAL PT-2 PAINT VT-1 RESILIENT VINYL FLOORING BRAKE METAL VB-1 RESILIENT VINYL BASE FRP WALL COVERING BRK-2 FIBER CEMENT PANEL SIDING BRAND: NICHIHA COLOR: MIDNIGHT STYLE: MODERN BRICK EXTERIOR WAINSCOT AND REAR WALL NOTES: a, d FIBER CEMENT PANEL SIDING EXTERIOR WALLS ABOVE WAINSCOT AND ATTIC REAR NOTES: b PT-1 PAINT BRAND: NICHIHA COLOR: SHALE BROWN STYLE: CANYON BRICK SERVICE AREA AND TOILET NOTES: a BRAND: NUDO FIBERLITE COLOR: WHITE STYLE: 4' x FULL HEIGHT x .090" REFLECTIVITY - .26 METAL ROOF AND CANOPIES NOTES: a BRAND: BERRIDGE COLOR: ROYAL BLUE STYLE: LOW SHEEN SMOOTH REFLECTIVITY - .39 METAL COPING AT REAR WALL NOTES: a BRAND: BERRIDGE COLOR: ZINC GREY STYLE: LOW SHEEN SMOOTH REFLECTIVITY - .39 METAL COPING AT SIDE WALLS NOTES: a BRAND: BERRIDGE COLOR: ZINC GREY STYLE: LOW SHEEN SMOOTH CEILING TRIMS AND MISC TRIMS NOTES: a, c BRAND: SHERWIN WILLIAMS COLOR: "INDIGO" SW 6531 STYLE: EGGSHELL CEILING, INTERIOR TOILET ROOM WALLS, DOORS AND FRAMES NOTES: a, c BRAND: SHERWIN WILLIAMS COLOR: "FIRST STAR" SW 7646 STYLE: SEMI-GLOSS SERVICE AREA AND TOILET NOTES: a BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL BASE SERVICE AREA AND TOILET NOTES: a BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL FLOORING PROJECT INFORMATION PROFESSIONAL SEAL SHEET NUMBER JOB NUMBER PRELIMINARY DATES NOT FOR CONSTRUCTION 8/25/2025 11:02:06 AM C:\Revit Local\250251800_Arch_Central_25_kelly.hCFUB6.rvt A2.2 ARCHITECTURAL EXTERIOR ELEVATIONS 250251800 PROPOSED COFFEE SHOP FOR: 7 BREW ALGOMA 2100 OMRO RD. ● OSHKOSH, WI 54904 AUG. 25, 2025 SCALE: 3/8" = 1'-0" A2.2 EAST COOLER ELEVATION 1 SCALE: 3/8" = 1'-0" A2.2 WEST COOLER ELEVATION 2 10" 16'-4" 10" 5'-5" 13'-9" 10" 11'-2" 20'-0" 18'-0" 2'-10" APRON & SLOPES w/ CIVIL COORDINATE APPROACH 2'-10" 2'-10" 14'-9" 12'-0" 1/8" / 1'-0"CENTER VALLEY SLOPE 10" CONCRETE SLAB w/ #4 BARS @ 10" O.C. EACH WAY, OVER 4" GRAVEL BASE, OVER UNDISTURBED EARTH FREE-STANDING BOLLARD (6) TYP; - REF: CIVIL FOR BOLLARD DESIGN AND FOUNDATION HATCHED AREA OF CONC. PAD NOT SLOPED 3 A5.0 _________ 2 A5.0 _________ 5 A5.0 _________ 4 A5.0 _________ _________ A5.0 7 6 A5.0 _________ 1'-1" 6'-8" 1 4 6'-8" 5 5 4 1 3 2 4 1 3 2 1 4 2 3 5 1 4 2 3 5 1. NICHIHA FIBER CEMENT SIDING - MIDNIGHT MODERN BRICK BRK -1. 2. PAINT ALL EXPOSED STEEL AND BOLLARDS WITH PT -10 -SHERWIN WILLIAMS SW -9177 "SALTY DOG". 3. PAINT HINGES AND TERMINATION COPINGS PT -11 -SHERWIN WILLIAMS SW -6258 "TRICORN BLACK". 4. BERRIDGE ZINC GREY COPING. 5. 1x6 VERTICAL CLEAR SEALED CEDAR PLANK GATE DOOR CLADDING. TRASH ENCLOSURE KEYNOTES XX • SITE WORK AND PREPARATION TO BE PREFORMED BY SITE CON TRACTOR. COORDINATE SCOPE OF WORK WITH PREFABRICATOR. • COMPLETE NICHIHA SYSTEM AND ACCESSORIES INCLUDING MATCHING MANUF. FABRICATED CORNER, FLASHING AND TRIMS. INSTALL PER MANUF. INSTALLATION INSTRUCTIONS. • STRUCTURE DASHED BEYOND FOR REFERENCE. TRASH ENCLOSURE NOTES: PROJECT INFORMATION PROFESSIONAL SEAL SHEET NUMBER JOB NUMBER PRELIMINARY DATES NOT FOR CONSTRUCTION 8/25/2025 11:02:08 AM C:\Revit Local\250251800_Arch_Central_25_kelly.hCFUB6.rvt A5.0 ARCHITECTURAL TRASH ENCLOSURE DETAILS 250251800 PROPOSED COFFEE SHOP FOR: 7 BREW ALGOMA 2100 OMRO RD. ● OSHKOSH, WI 54904 AUG. 25, 2025 SCALE: 3/8" = 1'-0" A5.0 TRASH ENCLOSURE FLOOR PLAN 1 SCALE: 3/8" = 1'-0" A5.0 ENCLOSURE ELEVATION 2 SCALE: 3/8" = 1'-0" A5.0 ENCLOSURE ELEVATION 4 SCALE: 3/8" = 1'-0" A5.0 ENCLOSURE ELEVATION 3 SCALE: 3/8" = 1'-0" A5.0 ENCLOSURE ELEVATION 5 SCALE: 3" = 1'-0" A5.0 TOP COPING DETAIL 6 SCALE: 3" = 1'-0" A5.0 CORNER DETAIL 7 1 7 Brew Site Plan Preliminary review conducted on 8/19/25 with 7 Brews project team, Peter Schwabe (representing property owner), Kevin Mraz (Algoma Sanitary District #1), and Town (Maggie Mahoney, Jason Loduha and Phil Kleman). Demolition should be underway/completed by September 6 Keeping existing well. ASD will work with them to relocate the sewer lateral. Peter Schwabe will provide a cross access agreement, shared storm management plan agreement, and an easement for the well. Phil thought the drainage is acceptable if they are honoring the original approved review that was conducted by the county for the site. 225-69 Development Standards. Refer to Chapter 23 of the Winnebago County General Code for standards for each category with exceptions for additional Town requirements as noted below: Ingress/Egress: 225-69 A. Driveways. (3) Exceptions; additional Town requirements. a. Configuration. Driveways shall ordinarily intersect with public streets as nearly as possible at right angles; provided, however, that for high-intensity uses and/or parcels with access to streets with posted speeds of 45 miles per hour or greater, a channelized "T" intersection may be required. For high-intensity uses, acceleration and deceleration lanes may also be required. MET b. Multiple frontage. Where a parcel abuts two streets, access may be limited to the street with the lowest functional classification (i.e., arterial, collector) as defined in the Algoma Comprehensive Plan: Transportation Element. NA c. Number and spacing. No parcel fronting on a public street for less than 100 feet shall ordinarily have more than one driveway access to that street. No parcel fronting on a public street for between 100 feet and 250 feet shall ordinarily have more than two driveway accesses to that street; provided, however, that the center line of the two driveways should not be closer than 50 feet for local or collector streets or closer than 75 feet for arterial streets. One additional access may be approved for each additional 250 feet subject to the center line separation of 50 feet for local or collector streets and 75 feet for arterial streets. MET d. Corner and lot line clearance. No driveway shall be constructed with its center line closer than 75 feet to a local street intersection; closer than 100 feet to a collector street intersection; or closer than 150 feet to an arterial street intersection (as measured from the right-of-way line). No driveway shall be constructed with its center line closer than 25 feet to a property line except when the driveway is jointly used by the adjoining property. MET e. Width. Minimum driveway widths of 12 feet are required for one-way driveways and minimum driveway widths of 24 feet are required for two-way driveways. Driveways shall 2 not exceed a maximum width of 36 feet at their juncture with the street pavement or 30 feet in width at the property boundary line. MET, 25 feet driveway on East Way Drive f. Coordination with opposite side driveways and buildings. Driveways shall be located to minimize potential interference and conflicts with the use of buildings and driveways located on the opposite side of the street. MET Parking and on-site circulation: 225-69 B. Parking. (4) Exceptions; additional Town requirements. a. Marking. Any off-street parking in excess of 5,000 square feet of 10 or more parking spaces shall have individual spaces marked (lined). MET Outdoor Storage: NA 225-69 C. Outside storage of equipment, products or materials. (4) Exceptions; additional Town requirements. a. Separation. Outside storage shall be clearly separated from any off-street parking areas, driveways, buildings and structures by a distance of not less than 10 feet. No outside storage shall be in the front or side yard of a parcel. NA b. Visibility. No outside storage shall be permitted unless such storage is visually screened from view of any private property owner or roadway, with a suitable solid masonry or wood fence at least six feet in height. Screening shall be well maintained. NA c. Safety. Such storage area shall be located and arranged so as to not impair the convenience and safety of vehicular or pedestrian travel. No equipment, products or materials shall be piled or stacked to a height exceeding the principal building. NA d. Surface. In commercial, industrial or multifamily zoned land all outside storage areas shall be surfaced with a hard surface and in industrial areas (as an option) gravel material would be allowed. The surface of outdoor storage areas should be maintained in a smooth, well-graded condition. NA 225-69 E. Outside storage of waste and trash. a. General requirement. Storage of waste or trash shall be kept in an enclosure as described in this section. MET b. Construction standards. An enclosure shall consist of a masonry or solid wooden fence at least six feet in height, with a door having a one-foot vertical clearance at the bottom and a feature that allows doors to be latched in the open position. The floor of a screened enclosure should be at the same level as the lot and be hard surfaced. MET c. Location. An enclosure should be located at the rear of the building and easily accessible for refuse pickup. MET Have confirmed that the dumpster enclosure is not within a 30’ street yard setback in case the county deems that the listed 25’ building setback to the north is not accurate. 3 Landscaping: 225-69 D. Landscaping.(3) Exceptions; additional Town requirements. a. Not less than 15% of the total parcel or lot area shall be devoted to landscaped areas. MET b. Additional landscaping requirements as determined necessary by the Town Administrator and approved by the Planning Commission and Town Board, including but not limited to the following: MET 1. Perimeter landscaping. 2. Screening and buffering. 3. Sides of buildings. 4. Parking lots. 5. Heavy equipment and machinery areas. 6. Plant type and size. 7. Materials. Surface and subsurface drainage (consistent with Ch 23, Art. 15 of Winnebago County General Code): 225-69 F . Drainage. 1. Drainage requirements. Any parcel developed or redeveloped shall require submittal of drainage impact calculations and appropriate drainage improvements according to the requirements set forth in this Code and Chapter 23, Article 15, of the Winnebago County General Code. MET 2. Existing drainage. Existing watercourses and drainage patterns shall be maintained. No obstructions, such as plantings, structures, fences, riprap and the like shall be allowed within any existing watercourses or developed drainageways. MET Architectural features and the specific location and orientation of buildings and structures: 225-69 G. Outdoor lighting. No exterior lighting, whether freestanding or mounted on a building or structure, shall be reflected or produce unreasonable glare beyond the parcel boundaries. All exterior lighting fixtures, either wall mounted or freestanding, shall be identified on the face of the site plan and shall state the dispersion pattern, intensity of light, and cut-off shielding that reflects light downward and in which the light source is not visible from adjacent properties. There will be zero light dispersion at the lot line. MET Signage: 225-69 H. Signs. (3) Exceptions; additional Town requirements. a. Setbacks. No sign shall be located within 10 feet of any side or rear lot line. All signs shall comply with zero light dispersion at the lot line as documented by a photometric plan. MET 4 225-70 Application: 1. Name, address and telephone number of petitioner and property owner (if not the same); MET 2. Name of project, if any, and the address and legal description of the proposed development or redevelopment; MET 3. A statement describing the proposed development or redevelopment; MET 4. The zoning classification of the parcel; MET, note correction that parcel to the east is zoned B-3 General Business, Skipper Buds (not indoor softball/baseball facility) 5. Tabulations of total gross acreage and square feet of the parcel; MET 6. Tabulations of total gross floor area and the percentage thereof proposed to be devoted to various uses; MET, details are included on the cover page of the site plan 7. Tabulation of the number of employees, as applicable or the number of dwelling units as applicable; MET, 60 total employees, 10 per shift 8. Tabulation of the number of parking and loading spaces; MET 9. Tabulation of the impervious surface area and drainage calculations where applicable; MET, details are included on cover page of the site plan; total impervious surface area decreased 12% (90.4% to 78.4%) and landscape area increased that amount. 10. Tabulation of required landscaping area; and. MET 11. Traffic count projections to and from the site. MET, per Institute of Transportation Engineers weekly traffic daily (358); typical location has peak traffic arriving between 7:00 am and 9:00am, with the peak onsite between 7:15 am and 7:30am. During this 15 minute period 22 vehicles enter the site. The maximum number of vehicles in the queue during this peak time is 14 with an average time on site of 5 minutes and 31 seconds.