Plan Commission Meeting — Agenda Packet

NOTICE OF MEETING VILLAGE OF FOX POINT PLAN COMMISSION MEETING SCHWEMER HALL - MUNICIPAL BLDG. 7200 N. SANTA MONICA BLVD. FOX POINT, WI 53217 Monday, July 6, 2026 5:45 PM NOTE: the Plan Commission will be meeting in person at Village Hall, with a remote attendance option, per the hybrid meeting procedures further described in section 19-32 d. Of the Village code. This meeting is open to all citizens in person at Village Hall, or through the Zoom participant information shown below, subject to the following: no assurance is provided to those Plan Commission members and citizens intending to attend remotely that the technology will perform sufficiently to allow for their participation and the meeting will proceed regardless. Public officials and citizens wishing to ensure they can participate are encouraged to attend in person. Citizens are encouraged to submit any comments in writing in advance of the meeting to the Village Manager at manager@villageoffoxpoint.com. Zoom Participant Information https://us02web.zoom.us/j/89048465030 Dial: (312) 626-6799 Meeting ID: 890 4846 5030 AGENDA A. Roll Call B. Approval of Minutes a. Approval of Minutes of the June 1, 2026 Meeting C. Agenda Items a. Consideration of a Conditional Use Permit amendment application to allow a massage therapist to operate inside of an existing tanning and wellness facility, proposed for 8783 N Port Washington Rd, as required per Village Code Sections 745-18 b. Consideration of a Conditional Use Permit to construct a commercial multitenant building including a restaurant (coffee shop) with drive-through, located at 8739 N Port Washington Road as required per Village Code Sections 745-18. D. Adjournment Upon reasonable notice, efforts will be made to accommodate the needs of disabled individuals through sign language interpreters or other auxiliary aids. For additional information or to request these services, contact the Village Clerk at 414-351-8900. It is possible that members of, and possibly a quorum of members of, other governmental bodies of the municipality may attend the above-stated meeting to gather information; 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. Page 1 of 32 1 VILLAGE OF FOX POINT PLAN COMMISSION MEETING MINUTES June 1, 2026 Page 1 of 2 A meeting of the Fox Point Plan Commission was held on Monday, June 1, 2026. President Symchych called the meeting to order at 5:45 p.m. and noted there was a quorum of Plan Commission members present. The Plan Commission roll call was taken by Village Deputy Clerk Teri Repins: Plan Commission: President Christine Symchych, Chair – via Zoom Jay Craig, Commissioner - absent Ted Durant, Commissioner William Langhoff, Commissioner David Miller, Commissioner Robert Smith, Commissioner Jake Wilson, Commissioner - absent S taff present include Village Manager Steve Kreklow, Village Attorney Eric Larson, and Deputy Clerk Teri Repins. Notice of the meeting was provided to the North Shore Now as necessary, and to all others as required by State open meetings laws and posted on the official bulletin board at 7200 N Santa Monica Boulevard, as well as the village website at www.villageoffoxpoint.com, as per 2015 Wisconsin Act 79 and as described in Village Ordinance Chapter 116-2, 116-2(C). A pproval of the Minutes of the May 4, 2026 Plan Commission Meeting Motion by Commissioner Miller, seconded by Commissioner Durant, and carried unanimously with a roll call vote, 5-0, the Commission approved the minutes of the May 4, 2026 Plan Commission meeting. C onsideration of Conditional Use Permit Application for Donut Zone, Located at 8687 N Port Washington Road Motion by Commissioner Durant, seconded by Commissioner Miller, and carried unanimously by roll call vote, 5-0, the Commission recommends the Village Board approve the Conditional Use Permit Application to operate a restaurant Donut Zone, under Section 745-18D(1)(h) of the Village Code, subject to hours as requested by the applicant and staff preparation of the standard Conditional Use Permit for the Board’s approval. C onsideration of an F Institutional District request by St Eugene Congregation to allow a backup generator under Section 745-20 of the Village Code, on the property located at 7600 N Port Washington Road Motion by Commissioner Miller, seconded by Commissioner Durant, and carried unanimously by roll call vote, 5-0, the Commission recommends the Village Board approve an F Institutional District request by St Eugene Congregation to allow a backup generator at both sites A and B under Section 745-20 of the Village Code, appropriate in the location propose, compatible with the neighborhood, not detrimental to the property values of surrounding property, and in keeping with the residential character and quality of the Village and Under the conditions that a site plan be submitted with permit application detailing the setbacks to all applicable structures and property lines, the backup generator must be sited on Location A. Location B is provisionally acceptable to locate the backup generator in the event that FEMA does not approve the change to Location A. Documentation of such decision must be provided to Staff before permits are issued. Page 2 of 32 2 VILLAGE OF FOX POINT PLAN COMMISSION MEETING MINUTES June 1, 2026 Page 1 of 2 Consideration of an F Institutional District & Outdoor Recreational Areas and Facilities Request by the Village of Fox Point Under Sections 745-20 and 745-10 to Allow Pickleball Play on Existing Village-Owned Tennis Courts M otion by Commissioner Miller, seconded by Commissioner Smith, and carried by roll call vote, 3- 2 (Commissioner Durant and Commissioner Langhoff voting Nay), the Commission recommends the Village Board deny the F Institutional District & Outdoor Recreational Areas and Facilities request on the public park areas owned by the Village of Fox Point, proposed for existing court areas at Indian Creek Park (generally located east of Indian Creek Parkway and south of Dean Road, on portions of Tax Keys 0969961000 and 0969961000) and Longacre Park (Tax Key 0969961000) because it does not meet the standards of Section 745-10 and Section 745-20. Adjourn O n motion of Commissioner Miller, seconded by Commissioner Durant, and carried unanimously by roll call vote, 5-0, the Plan Commission meeting adjourned at 7:01 p.m. Respectfully submitted, Ter i Repins Village Deputy Clerk P ublished and Posted: Page 3 of 32 VILLAGE OF FOX POINT MILWAUKEE COUNTY WISCONSIN Village Hall 7200 N. Santa Monica Blvd. Fox Point, WI 53217-3505 414-351-8900 To: Plan Commission From: Kevin Ausman, Assistant Village Manager CC: Steve Kreklow, Village Manager Date: July 6, 2026 Re: Consideration of a Conditional Use Permit amendment application to allow a massage therapist to operate inside of an existing tanning and wellness facility, proposed for 8783 N Port Washington Rd, as required per Village Code Sections 745-18 Overview Yan Zhou of Amara Massage, on behalf of Stephanie Fett of Baja Tan, has applied for a conditional use amendment regarding a new user within existing business. The amendment of existing conditional use under Section 745-18D(1)(o) would allow a massage therapist business, Amara Massage, to operate in a portion of the existing Baja Tan, at 8783 N Port Washington Road in the D Business District. The tenant space is located in the Riverpoint Shopping Center. Background Baja Tan is an existing business located at 8667 N Port Washington Road which received CUP approval (CUP #2025-06) for relocation of its business in September 2025. Request The applicant intends to operate by appointment only within a portion of the existing Baja Tan space offering massage therapy services. Hours of operation are proposed from 9AM – 8PM Monday through Saturday, and 9AM – 3PM on Sunday. Sufficient parking within the Riverpoint Shopping Center exists to accommodate patrons. Recommendation Staff recommends that the Plan Commission recommend that the Village Board approve the conditional use request following a mandatory public hearing. Attachments 1. Baja Tan Application Page 4 of 32 Page 5 of 32 Page 6 of 32 VILLAGE OF FOX POINT MILWAUKEE COUNTY WISCONSIN Village Hall 7200 N. Santa Monica Blvd. Fox Point, WI 53217-3505 414-351-8900 To: Plan Commission From: Kevin Ausman, Assistant Village Manager CC: Steve Kreklow, Village Manager Scott Brandmeier, DPW Director Date: July 6, 2026 Re: Consideration of a Conditional Use Permit to construct a commercial multitenant building including a restaurant (coffee shop) with drive-through, located at 8739 N Port Washington Road as required per Village Code Sections 745-18. Overview Midland Management LLC, owner of Riverpoint Village Shopping Center, has submitted plans for a new multi-tenant retail building at 8739 Port Washington Road. The proposal involves the demolition of the former McDonald's freestanding restaurant and construction of a new approximately 4,485 square foot, single-story, two-tenant commercial building. The restaurant use is identified as a Starbucks, and the second tenant has not been identified. Background The subject site is located within Riverpoint Village Shopping Center, a commercial development operating under a Brown Port Shopping Center Amended and Restated Development Agreement from 1994, between North Shore Centers Partners and the Village of Fox Point. The Development Agreement and its recorded Memorandum constitute covenants running with the land, binding on all successors and assigns having an interest in the property. The signage standards applicable to the center were further developed through the Riverpoint Village master sign plan. Process Both proposed uses, a restaurant with drive-thru and a future commercial tenant, are considered Conditional Uses under Section 745-18(D)(1)(h) and (i) of the D Business District. The Plan Commission will study and investigate the application and make a recommendation to the Village Board. The Village Board will hold a public hearing prior to making a determination and issuing a Conditional Use Permit. At this time, the second tenant has not been identified; that user will need to return in the future for an amended CUP for its operations. Page 7 of 32 Request The applicant proposes to demolish the existing vacant freestanding McDonald’s building and construct a new two-tenant commercial building on the similar footprint area, oriented to face Port Washington Road. The building is designed as a single-story structure with a flat roof. Two tenant spaces are proposed: • Restaurant (2,211 SF): Identified as Starbucks. Includes a drive-thru window on the south elevation, a drive-thru lane with queuing stacking through the site and a patio with outdoor seating. • Retail (2,274 SF): General retail tenant space. Faces the shared parking area on the east elevation. Operations The Starbucks proposes general hours of operation from 5AM – 8 PM and includes an automobile drive-through, mobile order pickup, indoor seating area, and outdoor patio seating area. Details of the drive through operations are not defined in the application such as volume of speaker box, and size and illumination of menu boards located along the north facade. Two directional signs, at the Northwest and Southeast entrances, state Stop/Do Not Enter. A formal sign package was not submitted with the application; however, the Riverpoint master sign plan does regulate some of the signage such as wall signs on the structure. Drive-thru stacking indicates a queue line of eleven (11) automobiles with additional paved area in the parking lot. The Chief of Police does not have any concerns with the automobile queue and internal circulation. Zoning Analysis A single-story development is compliant with Section 745-18(F)(2). Both the restaurant use (Starbucks) and retail user require conditional use approval under Sections 745-18(D)(1)(h) and 745-18(D)(1)(i). The retail tenant will need to return in the future for any site plan alterations and for review of operations. The trash enclosure is screened per Section 745- 18(F)(1)(c). Setbacks • Per the Section 745-18(F)(4), buildings must be set back from the centerline of each adjoining street not less than 15 feet plus one-half the width of the abutting road or area reserved for highway purposes. The submitted site plan shows the building set back substantially from the Port Washington Road right-of-way, with parking located between the building and the street, indicating the setback requirement is likely met. o The applicant should be required to provide an amended site plan noting the precise centerline dimension. Until such site plan is submitted, Staff cannot confirm the street setback, however, the indicated distance does appear compliant. • Per the Section 745-18(F)(3), no building may be closer than 10 feet to any lot line. The subject site is located within the Riverpoint Village shopping center. The rear and side Page 8 of 32 yard lot line setbacks appear to be met at the internal lot lines within the shopping center. Parking • Per Section 745-18(F)(7), 5 parking stalls are required for every 1,000 sqft of non- storage area. The applicant has not identified storage space within the tenant spaces; absent further information, the development (4,485 total sqft) would be required to provide 23 stalls. Only 19 stalls and an ADA loading zone are accounted for. Given the transient nature of drive-through coffee and the availability of parking within the Riverpoint shopping center, a parking reduction may be permissible. • Additional parking is shared with the rest of the development. Section 745-18(F)(7)(d) allows the Plan Commission to recommend a lesser number of stalls by taking into consideration the location, type and use of the building, and other parking areas available in close proximity, subject to Village Board approval. • Loading area: the applicant should provide operational details of where/when loading and unloading will occur for both tenants. Exterior Lighting • Under the Exterior Upgrade portion of the Developer Agreement, Riverpoint shall “provide uniform exterior lighting for the building and parking lot.” Section 670-58(C) provides for development agreements prior to May 21, 2008 whereby lighting may deviate from the Municipal Code. The proposal indicates the reuse of existing parking light poles (including the relocation of one pole which exceeds the 12 foot maximum height) as opposed to new poles lowering the height to 12 feet which would be allowed under the development agreement. • Under Section 670-55, “In no case shall illuminance level from any outdoor light fixture(s), individually or combined, measure above 0.2 footcandle at any location beyond the property line.” o Sheet E102 describes light trespass above this limitation in a number of locations. The property owner should be required to meet the requirement of Section 670-55. The pole heights appear to be permissible. Under the development agreement however, some fixtures may need to be shielded or angled to meet the light trespass requirement of the Municipal Code. Consideration for Plan Commission Staff recommends that the Plan Commission discuss the following with the applicant: Operations • Hours: Restaurant operations include an outdoor component. The Plan Commission may wish to discuss the appropriateness of proposed hours of operation for outdoor seating and outdoor dining, any heating elements, or amplified music. • Deliveries: The Plan Commission may wish to discuss the applicant’s plans for Page 9 of 32 deliveries of materials and goods to/from the site. • Drive-Through: The Plan Commission may wish to discuss typical peak-hour(s) circulation and how conflicts between drive-through traffic and parking lot will be managed. Is proposed queue depth adequate to prevent backup into shared Riverpoint shopping center or onto Port Washington Road? Parking • Minimum Stalls: The Plan Commission may wish to discuss with the applicant whether a parking reduction is justified. o Submitted parking estimates supply a lesser amount of parking (19 stalls) than the municipal code requires (see calculations above within Zoning Analysis). • The Plan Commission may wish to discuss with the applicant whether inclusion of bicycle parking may be included to alleviate automobile parking during certain times of the year. o Inclusion of bicycle parking may encourage bicycle/pedestrian attendance; a goal of the Comprehensive Plan. Recommendation Should the Plan Commission address any issue that may be raised during discussion, Staff recommends that the Plan Commission recommend the Village Board approve the Conditional Use Permit following a mandatory public hearing, subject to the following conditions, in addition to any conditions raised during discussion: Conditions 1. Establishing hours of operation. If noise complaints or early morning/late-night disturbance complaints are received, the applicant shall take corrective action to resolve those complaints to the satisfaction of the Village Manager. 2. Establishing hours of operation for outdoor dining/seating separate from indoor operations. 3. Establishing hours, location, amplification, and direction of any music. 4. Establishing whether a greater or lesser amount of parking is required on the site, and justification for that determination. 5. Establishing whether bicycle parking is appropriate on the site. Such plans will be submitted to the Director of Public Works. 6. Submitting an amended site plan noting the street yard precise centerline dimension. 7. A full sign plan shall be submitted to the Village Manager for review and approval, and must adhere to both Chapter 540 (Signs), and the approved Riverpoint master sign program. 8. Details of the drive-through speaker volume shall be submitted to the Village Manager. 9. Lighting must meet the requirements of Section 670-55. Details of such shall be submitted to the Director of Public Works. 10. The second tenant must return for Conditional Use approval. 11. Obtaining other required licenses, permits, and approvals. This includes but is not limited to site plan approval, building permits, Engineering/DPW permits completed to the satisfaction of the Director of Public Works, Milwaukee County or State of Wisconsin Page 10 of 32 approvals, and right-of-way agreements. Attachments 1. River Point Starbucks - Application 2. Fox Point Starbucks - Renderings 3. Site and Civil 4. Drawings Page 11 of 32 Updated 01/24/2024 Section 4 Applicant’s specific interest in site Describe in detail the business activity that will take place on site including products & services Describe all owned fixtures, furniture, and equipment to be used on site Describe all leased fixtures, furniture, and equipment to be used on site Describe any alterations planned for the site and estimated cost of renovation Person responsible for obtaining building permit (if required) Square footage of site # of employees # of parking spaces to be used Days & hours of operation Proposed date of occupancy Attach a site plan to this application (see Directions for Conditional Use Permit). Site plan must include a layout of the inside of the store. This application must be fully completed to be considered by the Village. Fee: $300.00 (non-refundable) Business Owner Signature Printed Name Date Starbucks will be leasing their space from North Shore Centers Partners The facility will sell coffee, coffee flavored drinks, espresso and espresso-based drinks, tea or tea based drinks, blended beverages, pastries, and breakfast sandwiches. The facility will have a small warming and prep kitchen and will have seating for customers. There will be a drive through. Coffee brewing equipment, espresso equipment, warming ovens, refrigeration appliances, service counters, tables and chairs. The project is proposing to demolish the existing McDonald's and build a new structure for Starbucks Dan Beyer Architects 4:00 am - 9:00 pm March of 2027 Approximately 8 1,950 sf 20 Stalls . The estimated cost is $1.5 million. 5:00 am - 8:00 pm 6 Page 12 of 32 June 19, 2026 RIVERPOINT VILLAGE MUL TI-TENANT RETAIL BUILDING Page 13 of 32 June 19, 2026 RIVERPOINT VILLAGE MUL TI-TENANT RETAIL BUILDING Page 14 of 32 June 19, 2026 RIVERPOINT VILLAGE MUL TI-TENANT RETAIL BUILDING Page 15 of 32 June 19, 2026 RIVERPOINT VILLAGE MUL TI-TENANT RETAIL BUILDING Page 16 of 32 TITLE SHEET CONSULTANTS: SHEET TITLE: SHEETNUMBER DATEISSUED SETTYPE PROJECTNUMBER REVISIONS: SCALE NOT FOR CONSTRUCTIONTHESE DRAWINGS ARE RELEASED FORDESIGN DEVELOPMENT PURPOSESONLY. THEY ARE NOT TO BE USE FORREGULATORY APPROVAL, PERMIT, ORCONSTRUCTION PURPOSES . 507 S. 2ND STREET, STE 125MILWAUKEE WI, 53204414-239-8267 COPYRIGHT DAN BEYER ARCHITECTSC DRAWING SET06/15/2026 RIVERPOINT VILLAGE - MULTI-TENANT RETAILBUILDING8739 N PORT WASHINGTONFOX POINT, WI 53217 2603-005 raSmithPROJECT NUMBER 3260076 C000 Know what'sbelow.before you dig.Call R R.A.SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES,LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONSMADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OFR.A.SMITH, INC.ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. THEY MAY NOTBE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY IN ANYMANNER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSIONOF R.A.SMITH, INC. V I C I N I T Y M A PPLAN INDEX SHEET NO. DESCRIPTION ISSUED FOR: SHEET NO.'SISSUE DATEREVISIONSPLAN DATE: SITE CIVIL AND LANDSCAPE PLANSFOR RIVER POINT VILLAGE MULTI-TENANT8739 N. PORT WASHINGTONFOX POINT, WI C000TITLE SHEETSHEET 1 OF 1TOPOGRAPHIC MAPC100DEMOLITION & EROSION CONTROL PLANC200SITE PLANC300GRADING PLANC400UTILITY PLANC500SITE DETAILSC600SPECIFICATIONSL100LANDSCAPE PLAN ENGINEER AND LANDSCAPE ARCHITECT: 06/15/2026 PROPOSED TYPE 3A CURB RAMP (SEE DETAIL SHEET.NOTE LINEWORK ON PLAN IS SYMBOLIC ONLY.) PROPOSED TYPE 7 CURB RAMP (SEE DETAIL SHEET.NOTE LINEWORK ON PLAN IS SYMBOLIC ONLY.) PROPOSED TYPE 3 CURB RAMP (SEE DETAIL SHEET.NOTE LINEWORK ON PLAN IS SYMBOLIC ONLY.) PROPOSED TYPE 4 CURB RAMP (SEE DETAIL SHEET.NOTE LINEWORK ON PLAN IS SYMBOLIC ONLY.)PROPOSED TYPE 4A CURB RAMP (SEE DETAIL SHEET.NOTE LINEWORK ON PLAN IS SYMBOLIC ONLY.) SAWCUT LINE EXISTING ASPHALT PAVEMENT TO BEREMOVED HEAVY-DUTY CONCRETE PAVEMENTCONCRETE SIDEWALKHEAVY-DUTY ASPHALT PAVEMENTSTANDARD-DUTY ASPHALT PAVEMENT TREE REMOVAL SIGNMONUMENT SIGNS(CONSTRUCTION DETAILS BY OTHERS) LEGEND(PROPOSED FEATURES) PROPOSED ACCESSIBLE PAVEMENT MARKING 870869PROPOSED 1-FOOT GRADE CONTOURPROPOSED 5-FOOT GRADE CONTOURPROPOSED SPOT GRADEPROPOSED TOP OF CURB PROPOSED 18" REJECT CURB & GUTTER(AS SHOWN ON SITE PLAN) PROPOSED STONE TRACKING MAT PROPOSED TEMPORARY DIVERSION SWALE &BERM PROPOSED EROSION CONTROL BALETEMPORARY DITCH CHECKPROPOSED SILT FENCE PROPOSED PERMANENT TURF REINFORCEMENTMAT PROPOSED INLET PROTECTION EROSION CONTROL BLANKET COLORED AND STAMPED CONCRETE DOORSTRUCTURAL RETAINING WALL - (DESIGNED BY OTHERS) EXISTING BUILDING/STRUCTURE TOBE REMOVED EXISTING CONCRETE PAVEMENT TOBE REMOVED 869.5PROPOSED 0.5-FOOT GRADE CONTOUR (ONLYUSED WHEN CRITICAL) VAN ACCSSSIBLE STALLVAN PROPOSED RIPRAP PROPOSED LEVEL SPREADER PROPOSED GAS LINE PROPOSED 18" STANDARD CURB & GUTTER(AS SHOWN ON SITE PLAN) PROPOSED SITE LIGHTING (DESIGNEDBY OTHERS, FOR REFERENCE ONLY) (877.70)877.70 PROPOSED PROPERTY LINE PROPOSED WATER MAINPROPOSED STORM SEWERPROPOSED SANITARY SEWERPROPOSED FIRE DEPARTMENT CONNECTIONPROPOSED WATER VALVEPROPOSED FIRE HYDRANTPROPOSED INLET/ CBPROPOSED STORM MANHOLEPROPOSED AREA DRAINPROPOSED SANITARY MANHOLE XXXXXXXXXXXXXXXXXXXX S PROPOSED ELECTRIC LINEPROPOSED TELEPHONE LINE EXISTING GRAVEL TO BE REMOVED PROPOSED FINISHED SURFACE GRADE ADJACENT TOTOP OF WALL877.00 BW 877.70 TW PROPOSED FINISHED SURFACE GRADE ADJACENT TOBASE OF WALL ST LEGEND R N CHRISTOPHER WHITE, P.E.PROJECT MANAGEREMAIL: CHRISTOPHER.WHITE@RASMITH.COMPHONE: (262) 317-3286MADOLYN FLAHERTY, E.I.T.CIVIL ENGINEEREMAIL: MADOLYN.FLAHERTY@RASMITH.COMPHONE: (262) 901-2222ROB WILLIAMS, PLA, ASLALANDSCAPE ARCHITECTEMAIL: ROB.WILLIAMS@RASMITH.COMPHONE: (262) 317-3270 SITE N.T.S. P:\3260076\Dwg\Sheets\3260076-TS01.dwg, TITLE SHEET, 6/15/2026 12:45:11 PM, maf2 Page 17 of 32 N. PORT WASHINGTON ROAD 50.0' 20.0' APPROXIMATENO BUILD AREADOC. 10033476 APPROXIMATENO CHANGE AREADOC. 10033476 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X EXISTING TRANSFORMER TOREMAIN. PROTECT IN PLACE. REMOVE EXISTINGASPHALT PAVEMENT(TYP.) REMOVE EXISTINGTREE (TYP.) EXISTING HYDRANTTO REMAIN.PROTECT IN PLACE. REMOVE EXISTINGCONCRETEPAVEMENT (TYP.) REMOVE EXISTINGSHED (TYP.) REMOVE EXISTINGBUILDING (TYP.) EXISTING VAULT TOREMAIN. PROTECTIN PLACE. REMOVE CURB ANDGUTTER. (TYP.) REMOVE EXISTINGSIGNS AND BASES(TYP.) LIGHT POLE TO REMAINOR SALVAGED FOR REUSE REMOVE EXISTINGBOLLARD (TYP.)REMOVE EXISTING ELECTRICMETER. COORDINATEREMOVAL WITH UTILITYPROVIDER. (TYP.)REMOVE EXISTING GASMETER. COORDINATE WITHUTILITY PROVIDER. (TYP.) REMOVE EXISTINGFLAGPOLE (TYP.) REMOVE EXISTINGHAND RAIL (TYP.) REMOVE EXISTINGWATER PUMP ANDBOLLARDREMOVE EXISTINGFENCE REMOVE EXISTINGSIGN (TYP.) REMOVE EXISTINGGATE REMOVE EXISTINGCONCRETEPAVEMENT (TYP.) ASSUMED SANITARYSEWER LOCATION REMOVE ANDREUSE EXISTINGLIGHT POLE TREES TO REMAIN LIGHT POLE TO REMAIN LIGHT POLE TO REMAINLIGHT POLE TO REMAIN EXISTING CURB LINE TO REMAIN BOLLARD SIGN TO BE REMOVED(PATCH PAVEMENT AS NEEDED) WAY-FINDING SIGN POSTSTO BE REMOVEDCONCRETE SIGN POSTTO BE REMOVED CONTACT ENGINEER IS EXISTINGLINE IS A 2" SERVICE AND CAN BEUSED FOR POTENTIAL REDESIGNFOR REUSE. CURB LINE TO REMAINSTOP SIGN TO REMAIN CONTRACTOR TO COORDINATEFIBER OPTIC RELOCATION WITHUTILITY PROVIDER.SAWCUT PAVEMENT (TYP.) SAWCUT CURB AND GUTTER SAWCUT CURB AND GUTTER SAWCUTPAVEMENT (TYP.) CONTRACTOR TO COORDINATEGAS SERVICE RELOCATION ASNEEDED WITH UTILITY PROVIDER. CONTRACTOR TO DETERMINE LOCATION,SIZE, AND ELEVATION OF EXISTINGSANITARY SEWER LATERAL. REMOVEEXISTING SANITARY SEWER LATERAL TOPROPOSED LOCATION ON SHEET C400. CONCRETE FLUME TO BE REMOVED. PLACE INLET PROTECTIONON DOWNSTREAM INLETIN PARKING LOT. PLACE INLET PROTECTIONON DOWNSTREAM INLETIN PARKING LOT. PROPOSED INLETPROTECTION (TYP.) PLACE INLET PROTECTION ONDOWNSTREAM INLET. LIGHT POLE TO REMAIN WATER LINE TO REMAIN.PROTECT IN PLACE. PROTECT ANY ELECTRICAL SERVICES WITHIN EASEMENT. PROPOSED TREE PROTECTION REMOVE CURB ANDGUTTER (TYP.) PROPOSED TRACKING PADLOCATION. CONTRACTOR TO MOVEAS NEEDED DURING PHASING. PROPOSED EROSION LOGS. XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX REMOVE PAVEMENTMARKINGS TREE TO REMAIN DEMOLITION & EROSION CONTROL PLAN Know what'sbelow.before you dig.Call R R.A.SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES,LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONSMADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OFR.A.SMITH, INC.ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. THEY MAY NOTBE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY IN ANYMANNER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSIONOF R.A.SMITH, INC. N GRAPHIC SCALEFeet 020 10 CONSULTANTS: SHEET TITLE: SHEETNUMBER DATEISSUED SETTYPE PROJECTNUMBER REVISIONS: SCALE NOT FOR CONSTRUCTIONTHESE DRAWINGS ARE RELEASED FORDESIGN DEVELOPMENT PURPOSESONLY. THEY ARE NOT TO BE USE FORREGULATORY APPROVAL, PERMIT, ORCONSTRUCTION PURPOSES . 507 S. 2ND STREET, STE 125MILWAUKEE WI, 53204414-239-8267 COPYRIGHT DAN BEYER ARCHITECTSC DRAWING SET06/15/2026 RIVERPOINT VILLAGE - MULTI-TENANT RETAILBUILDING8739 N PORT WASHINGTONFOX POINT, WI 53217 2603-005 raSmithPROJECT NUMBER 3260076 C100 GENERAL NOTES:1.EXISTING TOPOGRAPHY OBTAINED BY RASMITH ON 4/25/262.EXISTING ITEMS IN BOLD ARE TO BE REMOVED. DAMAGE TO ALL EXISTING CONDITIONS THAT WERE TOREMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.3.THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL SITE AND DEMOLITION PERMITS.4.THE DEMOLITION CONTRACTOR SHALL PREPARE AND MAINTAIN A PROJECT SAFETY PLAN. ALL SITESAFETY EQUIPMENT AND MEASURES, INCLUDING FENCING, FIRE PROTECTION, AND THE LIKE ARE THESOLE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR.5.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES,ETC. CONTINUOUS ACCESS SHALL BE MAINTAINED AT ALL TIMES DURING DEMOLITION OF THE EXISTINGFACILITIES. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEARAND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFEPEDESTRIAN AND VEHICULAR TRAFFIC.6.THE DEMOLITION CONTRACTOR SHALL DEVELOP, OBTAIN NECESSARY APPROVALS/PERMITS ANDMAINTAIN TRAFFIC AND PEDESTRIAN CONTROL PLANS THROUGHOUT ALL PHASES OF DEMOLITION.7.BEFORE PROCEEDING WITH ANY UTILITY CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE EACHEXISTING LATERAL OR POINT OF CONNECTION AND VERIFY THE LOCATION, ELEVATION, AND CONDITIONOF ALL UTILITIES. CONTACT THE ENGINEER IF ANY EXISTING UTILITIES ARE NOT AS SHOWN ON THEDRAWING FOR POSSIBLE REDESIGN.8.THE EROSION CONTROL PLAN IS IN ACCORDANCE WITH THE VILLAGE OF FOX POINT, WI MUNICIPAL AND STATE CODE, WHICHEVER IS MOST STRINGENT.9.IF THE EROSION CONTROL PLAN IS REVISED DURING CONSTRUCTION, A COPY OF THE UPDATED PLANSHALL BE PROVIDED TO THE VILLAGE WITHIN 3 BUSINESS DAYS OF THAT CHANGE.10.ALL EXPOSED SOIL AREAS NOT DISTURBED FOR UP TO SEVEN DAYS MUST BE IMMEDIATELY RESTOREDWITH SEED AND MULCH. LEGEND XXXXXXXXXXXXXXXXXXXXXXX PROPERTY LINEDEMO CURB & GUTTERSAW CUT PAVEMENT UTILITY TO BE REMOVED 1.INSTALL SILT FENCE.2.INSTALL TRACKING PAD. THIS IS THE ONLY EXIT TO BE USED FOR ALL CONSTRUCTION ACTIVITIES.CONTRACTOR MAY ADJUST LOCATIONS TO FACILITATE CONSTRUCTION PHASING. ANY SEDIMENTREACHING A PUBLIC OR PRIVATE ROAD SHALL BE REMOVED BY STREET CLEANING (NOT FLUSHING)BEFORE THE END OF EACH WORK DAY3.INSTALL STORM DRAIN INLET PROTECTION ON EXISTING INDICATED STORM INLETS.4.REMOVE BUILDING AND PAVEMENT. STRIP TOPSOIL AND GRADE SITE IN INCREMENTS APPROPRIATE TOWORK WHILE MAINTAINING SEDIMENTATION AND EROSION CONTROL PRACTICES IN CONFORMANCEWITH LOCAL AND STATE GUIDELINES LISTED ABOVE.5.INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL BMPs WHEN SITE WORK AND GRADINGALLOWS.6.CONSTRUCT UTILITIES AND INSTALL ADDITIONAL STORM DRAIN INLET PROTECTION TO INLETS AS SOONAS THEY ARE CONSTRUCTED.7.PREPARE BUILDING FOUNDATION.8.CONSTRUCT BUILDING.9.PREPARE PARKING LOT SUBGRADE, INSTALL CURB AND GUTTER AND PAVE SITE.10.APPLY SEED FERTILIZER AND MULCH TO LANDSCAPE LAWN AREAS AS SOON AS POSSIBLE.11.FLUSH STORM SEWER.12.CONSTRUCTOR SHALL REMOVE ALL REMAINING TEMPORARY EROSION CONTROL BMPs WHENDISTURBED AREAS ARE STABILIZED AND NO LONGER SUSCEPTIBLE TO EROSIONS.13.ALL EXPOSED SOIL AREAS NOT DISTURBED FOR UP TO SEVEN CALENDAR DAYS MUST BE IMMEDIATELYRESTORED WITH SEED AND MULCH. EROSION CONTROL SEQUENCE INLET PROTECTION TREE PROTECTION EXISTING CONTOUR EROSION LOGS EXISTING ASPHALT PAVEMENT TO BE REMOVED TREE REMOVAL EXISTING BUILDING/STRUCTURE TO BE REMOVED EXISTING CONCRETE PAVEMENT TO BE REMOVED EXISTING CATCH BASIN 1" = 10' P:\3260076\Dwg\Sheets\3260076-DP01.dwg, DEMOLITION PLAN, 6/15/2026 12:45:18 PM, maf2 Page 18 of 32 N. PORT WASHINGTON ROAD RESTAURANT2,211 SF RETAIL2,274 SF DO NOT ENTER APPROXIMATENO CHANGE AREADOC. 10033476 APPROXIMATENO BUILD AREADOC. 10033476 DRIVE THRUENTRY PROPOSED FENCE.SELECTION BY OWNERAND ARCHITECT. DOUBLE SIDED"DO NOT ENTER"& "STOP" SIGN PRE-MENU SIGNWITH BOLLARD MENUBOARDORDER SCREEN ANDCANOPY WITH BOLLARDAND LOOP DETECTOR(DESIGN BY OTHERS) DRIVE THRU WINDOWWITH LOOP DETECTOR(DESIGN BY OTHERS) PAINTED WORDS (TYP.) WHEEL STOP(TYP.) CLEARANCE BARWITH BOLLARD DOUBLE SIDED"DO NOT ENTER"& "STOP" SIGN EXISTING "RIGHTTURN ONLY" SIGN PROPOSED LANE LINES (TYP.)PAINTED ARROWS (TYP.) PROPOSED LANELINES (TYP.) PROPOSED DRIVEWAY CURB PROPOSED 18" CURB AND GUTTER (TYP.) PROPOSED PAINTED"MOBILE ORDER PARKING"AND SIGN (TYP.) PROPOSED ADA PARKING SPACE WITH LOADINGZONE. PROVIDE APPROPRIATE STRIPING, PAVEMENTMARKINGS, AND BOLLARD STYLE SIGNAGE. PROPOSED DRIVEWAY GUTTER EXISTING TRANSFORMER TO BE REUSED. PROPOSED TRASH ENCLOSURE PAINT CURB HEADTRANSITION YELLOW PAINT CURB HEADTRANSITION YELLOW 25.0' 19.0' 9.0' 19.0' 9.0'9.0' 9.0'9.0' 12.5'12.5' 36.0' 21.3' 10.7'R6.5'R6.5' R5.0' R6.0' R3.0'R3.0' R7.0' R8.0' R12.0' 28.0' 12.5'12.5' 1.5' 13.2' 1.5' 8.6' 12.0' 6.0' 5.0' 8.5' 6.0' FLUSH ISLAND PASS THRU 5.0' 3.0' 12.5' 10.7' PROPOSED CURB RAMP 73.7' 7.2' 18" STOP BAR AND PAINTED WORD "STOP" FFE: 687.00 FFE: 687.00 18" REJECT CURBAND GUTTER (TYP.) 5.0' R25.0' 3.5' R2.5' R4.5' R37.5' R20.0' R10.0' 8.0' R6.0' R28.0'R50.0'R37.5' R62.5' R2.5' R5.0' PROPOSED BOLLARD 3 FOOT CONCRETEFLUME CURB CUT 3 FOOT CONCRETEFLUME CURB CUT 3.0'3.0' 5.5' DRIVE THRU TEXT AND ARROW. 44" HIGH "EXIST ONLY"SIGN. SIGN SELECTION BYLANDLORD AND TENANT. SITE PLAN Know what'sbelow.before you dig.Call R R.A.SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES,LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONSMADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OFR.A.SMITH, INC.ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. THEY MAY NOTBE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY IN ANYMANNER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSIONOF R.A.SMITH, INC. N GRAPHIC SCALEFeet 020 10 CONSULTANTS: SHEET TITLE: SHEETNUMBER DATEISSUED SETTYPE PROJECTNUMBER REVISIONS: SCALE NOT FOR CONSTRUCTIONTHESE DRAWINGS ARE RELEASED FORDESIGN DEVELOPMENT PURPOSESONLY. THEY ARE NOT TO BE USE FORREGULATORY APPROVAL, PERMIT, ORCONSTRUCTION PURPOSES . 507 S. 2ND STREET, STE 125MILWAUKEE WI, 53204414-239-8267 COPYRIGHT DAN BEYER ARCHITECTSC DRAWING SET06/15/2026 RIVERPOINT VILLAGE - MULTI-TENANT RETAILBUILDING8739 N PORT WASHINGTONFOX POINT, WI 53217 2603-005 raSmithPROJECT NUMBER 3260076 C200 PROPERTY LINEPROPOSED 18" CURB & GUTTER LIGHT DUTY ASPHALT PAVEMENT CONCRETE SIDEWALK HEAVY DUTY CONCRETE PAVEMENT SITE STATISTICS* REQUIRED:5 SPACE PER 1,000 SFBUILDING AREA = 4,485 SFTOTAL REQUIRED STALLS = 23 PROPOSED:STANDARD STALLS18 ACCESSIBLE STALLS 2 TOTAL STALLS20* *ADDITIONAL PARKING IS SHARED WITH THE REST OF THE DEVELOPMENT PARKING STATISTICS SQ FT ACCOVERAGE PROJECT AREA24,4390.56 EXISTING PERVIOUS 2,4830.0610.2% EXISTING IMPERVIOUS21,9560.5089.8% PROPOSED PERVIOUS 4,3650.1017.9% PROPOSED IMPERVIOUS20,0740.4682.1% *SITE STATISTICS ARE COMPLETED FOR LIMITS OF DISTURBANCE HEAVY DUTY ASPHALT PAVEMENT GENERAL NOTES: LEGEND 1" = 10' PROPOSED 18" REJECT CURB & GUTTER P:\3260076\Dwg\Sheets\3260076-SP01.dwg, SITE PLAN, 6/15/2026 12:45:28 PM, maf2 Page 19 of 32 RESTAURANT2,211 SF RETAIL2,274 SF DO NOT ENTER APPROXIMATENO CHANGE AREADOC. 10033476 APPROXIMATENO BUILD AREADOC. 10033476 DRIVE THRUENTRY N. PORT WASHINGTON ROAD 1.0% 2.7% 2.8% 2.2% 2.1% 1.1% 1.8% 3.2%1.7% 2.7% 2.0% 5.0% 4.2% 4.5% 2.8% 3.4% (686.78) 686.28 (686.76) 686.26(686.26) 686.26 (686.24) 686.24 (686.64) 686.14 (686.74) 686.24 (686.53) 686.03 (686.67) 686.17 (686.81) 686.31(686.99) 686.49 (686.94) 686.44 (686.91) 686.91687.00 687.00687.00 687.00687.00687.00 687.00 687.00 687.00 687.00 (686.77) 686.27 (686.29) 685.79 (686.37) 685.87 (686.14) 685.64 (686.05) 685.55 (686.38) 685.88 (686.48) 685.98 (686.58) 686.08 (686.61) 686.11(686.03) 686.03(686.62) 686.12(687.00) 686.58(687.99) 686.60 (686.97) 686.67 (686.23) 685.73 (685.82) 685.32 (686.98) 686.48(686.98) 686.48 (685.40) 684.90 (685.32) 684.82(685.33) 684.83 (685.44) 684.94(685.46) 684.96(686.56) 686.06 (686.70) 686.20 (686.53) 686.03 (686.49) 685.99 (686.74) 686.24 (685.87) 685.37 (685.76) 685.26 (685.53) 685.03 (685.34) 684.84 (686.76) 686.26 (686.31) 685.81 (686.65) 686.15 686.90686.70 687.00687.00 686.91687.00 687.00686.92 686.93 686.93 (685.53) 685.03(687.93) 687.43 (687.95) 687.45 (687.71) 687.21(687.42) 686.92(687.38) 686.88 (686.72) 686.22 (685.90) 685.90 (686.50) 686.00 (686.84) 686.34 (687.03) 686.53 (686.66) 686.16 (686.58) 686.08 (687.38) 686.88(687.50) 687.00(687.80) 687.30 (688.07) 687.57(688.32) 687.82 (686.05) 685.55(686.12) 685.62 4.6% 3.9% 2.2% 1.5% 3.7%1.0% 1.0% 1.3% 1.8% 1.7% 1.3% 2.1% 1.5% 2.5%3.3% 4.1% 3.7% 1.8% 4.5% 8.0% 3.6% 1.6% 2.7% 1.6% 5.1% 3.9% 3.1% 2.5% 1.2% 4.3% 1.7% (685.71) 685.71 686.06686.04 685.81685.77 (686.11) 685.61 (686.55) 686.05 (686.33) 685.83 686.70 (685.98) 685.48 686.58(686.49) 685.99 (687.90) 687.40(688.24) 687.74 686.14686.17686.10 686 686 686686 686 686 686 687 688 685 686 687 FFE: 687.00 FFE: 687.00 687 3.1% 2.9%(686.61) 686.11 (686.51) 686.01 2.8% 687.32 687.20 687.12 (685.43) 684.93(685.46) 684.96(685.61) 685.11(685.67) 685.17 (686.91) 686.41 (686.89) 686.39 (687.14) 686.64 686.51 (685.57) 685.07(685.64) 685.14 686.25686.25 (685.63) 685.63(685.63) 685.63(685.87) 685.87(685.86) 685.86(686.36) 685.86 (686.13) 685.63 (686.13) 685.63 (686.46) 685.96(685.97) 685.97(685.98) 685.98 (685.30) 685.30(685.26) 685.26 (685.81) 685.31 (685.75) 685.25 18" DRIVEWAY CURB LIMIT OF DISTURBANCE 18" REJECT CURBAND GUTTER (TYP.) GRADING PLAN Know what'sbelow.before you dig.Call R R.A.SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES,LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONSMADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OFR.A.SMITH, INC.ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. THEY MAY NOTBE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY IN ANYMANNER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSIONOF R.A.SMITH, INC. N GRAPHIC SCALEFeet 020 10 CONSULTANTS: SHEET TITLE: SHEETNUMBER DATEISSUED SETTYPE PROJECTNUMBER REVISIONS: SCALE NOT FOR CONSTRUCTIONTHESE DRAWINGS ARE RELEASED FORDESIGN DEVELOPMENT PURPOSESONLY. THEY ARE NOT TO BE USE FORREGULATORY APPROVAL, PERMIT, ORCONSTRUCTION PURPOSES . 507 S. 2ND STREET, STE 125MILWAUKEE WI, 53204414-239-8267 COPYRIGHT DAN BEYER ARCHITECTSC DRAWING SET06/15/2026 RIVERPOINT VILLAGE - MULTI-TENANT RETAILBUILDING8739 N PORT WASHINGTONFOX POINT, WI 53217 2603-005 raSmithPROJECT NUMBER 3260076 C300 870869PROPOSED 1-FOOT GRADE CONTOURPROPOSED 5-FOOT GRADE CONTOUREXISTING CONTOUR ELEVATION LIMITS OF DISTURBANCE = 0.56 ACRES LEGEND 1.ALL SIDEWALKS TO BE SLOPED AT LESS THAN 5.0% AND NO MORE THAN 2.0% CROSS SLOPE2.THE PROPOSED IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE D.O.T.STANDARD SPECIFICATIONS, LOCAL ORDINANCES AND SPECIFICATIONS, ANDRECOMMENDATIONS IN THE GEOTECHNICAL REPORT.3.THE CONTRACTOR SHALL MAINTAIN SITE DRAINAGE THROUGHOUT CONSTRUCTION. THISMAY INCLUDE THE EXCAVATION OF TEMPORARY DITCHES OR PUMPING TO ALLEVIATEWATER PONDING.4.SILT FENCE AND OTHER EROSION CONTROL FACILITIES MUST BE INSTALLED PRIOR TOCONSTRUCTION OR ANY OTHER LAND DISTURBING ACTIVITY. THE CONTRACTOR SHALL BERESPONSIBLE FOR REMOVING ALL EROSION CONTROL FACILITIES ONCE THE THREAT OFEROSION HAS PASSED WITH THE APPROVAL OF THE GOVERNING AGENCY. SEE SHEET C100 FOR PLACEMENT OF EROSION CONTROL FACILITIES.5.THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR THE COMPUTATIONS OF ALLGRADING AND FOR ACTUAL LAND BALANCE, INCLUDING UTILITY TRENCH SPOIL. THECONTRACTOR SHALL IMPORT OR EXPORT MATERIAL AS NECESSARY TO COMPLETE THEPROJECT.6.GRADING SHALL CONSIST OF CLEARING AND GRUBBING EXISTING VEGETATION, STRIPPINGTOPSOIL, REMOVAL OF EXISTING PAVEMENT OR FOUNDATIONS, IMPORTING OR EXPORTINGMATERIAL TO ACHIEVE AND ON-SITE EARTHWORK BALANCE, GRADING THE PROPOSEDBUILDING PAD AND PAVEMENT AREAS, SCARIFYING AND FINAL COMPACTION OF THEPAVEMENT SUBGRADE, AND PLACEMENT OF TOPSOIL.7.NO FILL SHALL BE PLACED ON A WET OR SOFT SUBGRADE. THE SUBGRADE SHALL BEPROOF-ROLLED AND INSPECTED BY THE GEOTECHNICAL ENGINEER BEFORE ANY MATERIALIS PLACED. GENERAL NOTES: PROPOSED SPOT GRADEPROPOSED TOP OF CURBEXISTING SPOT ELEVATIONPROPOSED CATCH BASIN PROPERTY LINE 1" = 10' P:\3260076\Dwg\Sheets\3260076-GP01.dwg, GRADING PLAN, 6/15/2026 12:45:37 PM, maf2 Page 20 of 32 RESTAURANT2,211 SF RETAIL2,274 SF DO NOT ENTER APPROXIMATENO CHANGE AREADOC. 10033476 APPROXIMATENO BUILD AREADOC. 10033476 DRIVE THRUENTRY N. PORT WASHINGTON ROAD SS STOSTO W W W WW S S S S SSS S S SS S S S STO W W W W W W W STO SAN STUB 1306" W 679.23 SAN STUB 1556" W 679.50 SAN CO 100RIM 686.82EX. 6" E 677.506" NW 677.55 SAN 45° BEND 1056" W 677.886" SE 677.88 SAN 45° BEND 1506" E 679.206" NW 679.20 SAN 45° BEND 1156" S 678.736" NE 678.73 SAN CO 145RIM 685.996" SE 679.176" N 679.17 SAN CONNECTION 1406" S 679.15 SAN CO 120RIM 686.236" S 678.876" N 678.876" SE 678.87 SAN CO 110RIM 686.146" SW 678.316" E 678.31 SAN CONNECTION 1356" N 679.05 SAN 45° BEND 1256" NW 679.016" E 679.01 17.8'-6" SAN @ 1.04% 40.5'-6" SAN @ 1.04%41.5'-6" SAN @ 1.04% 31.7'-6" SAN @ 1.04% 13.9'-6" SAN @ 1.04%13.8'-6" SAN @ 1.04% 21.0'-6" SAN @ 1.04% 28.9'-6" SAN @ 1.04% 2.8'-6" SAN @ 1.04% 2.0'-6" SAN @ 1.04% WATER BUILDING STUBINV. 681.75 2" W FITTING/BENDINV. 681.75 2" SWINV. 681.75 2" E FITTING/BENDINV. 681.60 2" SINV. 681.60 2" NE WET TAP WATER CONNECTIONINV. 678.24 2" N 11.0'-2"WATER @ 5.45% 5.5'-2"WATER @ 2.75% 2.7'-2"WATER @ 0.00% EXISTING TRANSFORMER TO REMAIN CANOPY DOWNSPOUT TO CONNECT TONEENAH R-4995-B2 TRENCH DRAIN WITHCAST IRON BOOT AND DISCHARGE THROUGHFACE OF CURB. SEE ARCHITECTURE PLAN FORDOWNSPOUT LOCATION. ASSUMED EXISTING SANITARYSEWER LATERAL. CONTRACTOR TODETERMINE SIZE, LOCATION, ANDELEVATION OF EXISTING SANITARYSEWER BEFORE CONSTRUCTIONAND CONTACT ENGINEER IFDISCREPANCIES ARE FOUND FORPOSSIBLE REDESIGN. DOWNSPOUT TO CONNECT TO NEENAH R-4995-B2 TRENCHDRAIN WITH CAST IRON BOOT AND DISCHARGE THROUGH FACEOF CURB. TRENCH DRAIN SHALL HAVE A SOLID GRATE. SEEARCHITECTURE PLAN FOR DOWNSPOUT LOCATION. DOWNSPOUT TO CONNECT TO NEENAH R-4995-B2 TRENCH DRAINWITH CAST IRON BOOT AND DISCHARGE THROUGH FACE OF CURB.TRENCH DRAIN SHALL HAVE A SOLID GRATE. SEE ARCHITECTUREPLAN FOR DOWNSPOUT LOCATION. EXISTING FIBER OPTIC LINE TO BE REROUTED AS NECESSARY.CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER. SANITARY SEWER GREASE TRAP TO BEDESIGNED AND PERMITED BY MEP. 57.0'-2"WATER @ 4.84% GATE VALVEINV. 678.84 2" SINV. 678.84 2" N CANOPY DOWNSPOUT TO CONNECT TONEENAH R-4995-B2 TRENCH DRAINWITH CAST IRON BOOT AND DISCHARGETHROUGH FACE OF CURB. SEE ARCHITECTUREPLAN FOR DOWNSPOUT LOCATION. CANOPY DOWNSPOUT TO CONNECT TO NEENAHR-4995-B2 TRENCH DRAIN WITH CAST IRON BOOTAND DISCHARGE THROUGH FACE OF CURB. SEEARCHITECTURE PLAN FOR DOWNSPOUT LOCATION. 3 FTCONCRETEFLUMECURB CUT 3 FT CONCRETEFLUME CURBCUT UTILITY PLAN Know what'sbelow.before you dig.Call R R.A.SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES,LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONSMADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OFR.A.SMITH, INC.ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. THEY MAY NOTBE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY IN ANYMANNER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSIONOF R.A.SMITH, INC. N GRAPHIC SCALEFeet 020 10 CONSULTANTS: SHEET TITLE: SHEETNUMBER DATEISSUED SETTYPE PROJECTNUMBER REVISIONS: SCALE NOT FOR CONSTRUCTIONTHESE DRAWINGS ARE RELEASED FORDESIGN DEVELOPMENT PURPOSESONLY. THEY ARE NOT TO BE USE FORREGULATORY APPROVAL, PERMIT, ORCONSTRUCTION PURPOSES . 507 S. 2ND STREET, STE 125MILWAUKEE WI, 53204414-239-8267 COPYRIGHT DAN BEYER ARCHITECTSC DRAWING SET06/15/2026 RIVERPOINT VILLAGE - MULTI-TENANT RETAILBUILDING8739 N PORT WASHINGTONFOX POINT, WI 53217 2603-005 raSmithPROJECT NUMBER 3260076 C400 STO S WW STO S WW T E GG 1.CONTRACTOR TO MAINTAIN MINIMUM 12" CLEARANCE WHEN WATER MAIN CROSSES ABOVESEWER. CONTRACTOR TO MAINTAIN MINIMUM 18" CLEARANCE WHEN WATER SERVICECROSSES BELOW SEWER.2.BEFORE PROCEEDING WITH ANY UTILITY CONSTRUCTION, THE CONTRACTOR SHALLEXCAVATE EACH EXISTING LATERAL OR POINT OF CONNECTION AND VERIFY THE LOCATIONAND ELEVATION OF ALL UTILITIES. IF ANY EXISTING UTILITIES ARE NOT AS SHOWN ON THEDRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLEREDESIGN.3.CONTRACTOR IS RESPONSIBLE FOR VERIFYING REQUIRED CASTING IS COMPATIBLE WITHSPECIFIED STRUCTURE. IF NOT COMPATIBLE, CONTACT ENGINEER IMMEDIATELY.4.WATER SERVICE MATERIAL TO BE COPPER PIPE.5.CONTRACTOR TO CONFIRM AND VERIFY SITE LIGHTING PLAN WITH ARCHITECTURAL PLANSAND/OR MEP PLANS.6.OVERALL SITE MUST BE WITHIN 4" OF FINAL GRADE BEFORE ELECTRIC CAN BE INSTALLED.CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER.7.EVERYTHING BEYOND THE SERVICE VALVE, CONNECTING THE PRIVATE FACILITY TO THEPUBLIC FACILITY FOR WATER MAIN, IS PRIVATE AND TO BE MAINTAINED BY THE OWNER. LEGENDPROPERTY LINEEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATER MAINEXISTING TELEPHONEEXISTING ELECTRICEXISTING GASPROPOSED STORM SEWERPROPOSED SANITARY SEWERPROPOSED WATER MAIN GENERAL NOTES: EXISTING CATCH BASIN 1" = 10' P:\3260076\Dwg\Sheets\3260076-UP01.dwg, UTILITY PLAN, 6/15/2026 12:45:46 PM, maf2 Page 21 of 32 SITE DETAILS Know what'sbelow.before you dig.Call R R.A.SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES,LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONSMADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OFR.A.SMITH, INC.ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. THEY MAY NOTBE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY IN ANYMANNER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSIONOF R.A.SMITH, INC. CONSULTANTS: SHEET TITLE: SHEETNUMBER DATEISSUED SETTYPE PROJECTNUMBER REVISIONS: SCALE NOT FOR CONSTRUCTIONTHESE DRAWINGS ARE RELEASED FORDESIGN DEVELOPMENT PURPOSESONLY. THEY ARE NOT TO BE USE FORREGULATORY APPROVAL, PERMIT, ORCONSTRUCTION PURPOSES . 507 S. 2ND STREET, STE 125MILWAUKEE WI, 53204414-239-8267 COPYRIGHT DAN BEYER ARCHITECTSC DRAWING SET06/15/2026 RIVERPOINT VILLAGE - MULTI-TENANT RETAILBUILDING8739 N PORT WASHINGTONFOX POINT, WI 53217 2603-005 raSmithPROJECT NUMBER 3260076 C500 NOTES: ALL SIGNS, POSTS AND FITTINGS SHALL BE PER MUTCD STANDARDS NOTES:1.ALL LANE MARKINGS SHALL BE CENTERED ON DRIVE LANE. 4"x4" GRID FOR LAYOUT PURPOSES ONLYFOR ALL ACCESSIBLE AND VAN ACCESSIBLE SPACES BLUE, SQUARE BACKGROUNDPAINT OR PER LOCAL CODE WHITE PAINT OR PERLOCAL CODE CROSSWALKSTOP BAR PAINTEDREFLECTIVE WHITEFACE OF CURBLANEINSTRUCTURE NOTES:1.ALL SIGNS SHALL BE MOUNTED TO POSTS BY MEANS OF 5/16" BOLTS. HOLES3/8" IN DIAMETER, DRILLED THROUGH BOTH SIDES OF POSTS PRIOR TO SIGNINSTALLATION.2.ALL POST SHALL HAVE A GALVANIZED CAP OR COVER PLATE WELDED TO TOP OFPOST. ACCESSIBLEVAN RESERVEDPARKING FINISHED PAVEMENTGRADE 24" DIA. SONOTUBEOR OTHER FORMINGDEVICETAMPED FIRMBASE 2500 PSI P.C.CONCRETEMINIMUM (TYP) GALVANIZED CAP OR COVER PLATEWELDED TO TOP OF POST TAMPED FIRMBASE SIGN(SIZE AND SHAPE VARIES) 2" I.D. SCHEDULE 40GALVANIZED STEEL PIPEPOST TO BE EMBEDDEDWITH TAPCO V-LOC 20-VR3BREAKAWAY POST ANCHOROR APPROVED EQUAL CONCRETE SIDEWALK TOP OF CURB SIGN(SIZE AND SHAPE VARIES) 2" I.D. SCHEDULE 40GALVANIZED STEEL PIPETOP OF CURB 6" DIA. SCHEDULE 40 STEEL PIPE BOLLARD (FILLWITH NON-SHRINK GROUT, ROUNDED TOP) WITHYELLOW PLASTIC BOLLARD COVER GRAINGER 2GTG9OR EQUIVALENT 2" I.D. SCHEDULE 40GALVANIZED STEEL PIPEVAN ACCESSIBLE SIGN ACCESSIBLE PARKING SIGN ATTACH THIS SIGN FOR VANACCESSIBLE PARKING SPACE(S)ONLY GALVANIZED CAP OR COVER PLATEWELDED TO TOP OF POSTGALVANIZED CAP OR COVER PLATEWELDED TO TOP OF POST MOUND, ROUND ANDSMOOTH CONCRETE TOP 6" DIA. SONOTUBEOR OTHER FORMINGDEVICE 2500 PSI P.C.CONCRETEMINIMUM (TYP) DO NOTENTER SOLID WHITEREFLECTIVE PAINTSOLID WHITEREFLECTIVE PAINT SOLID WHITEREFLECTIVE PAINT SOLID WHITEREFLECTIVE PAINT 24" SOLID WHITE REFLECTIVE PAINT MOUND AND SMOOTHCONCRETE FINISHED PAVEMENTGRADE 24" DIA. SONOTUBOOR OTHER FORMINGDEVICETAMPED FIRMBASE 2500 PSI P.C.CONCRETEMINIMUM (TYP) 6" DIA. SCHEDULE 40 STEEL PIPEFILLED WITH NON-SHRINK GROUT,ROUNDED TOP, WITH YELLOW PLASTICBOLLARD COVER GRAINGER 2GTG9OR EQUIVALENT #1 DIA. HOLES FINISHEDGRADE#3 RE-BAR 1.5" BITUMINOUS SURFACECOURSE (5 LT 58-28 S)PER WISDOT SECTION 460 2.0" BITUMINOUS BINDERCOURSE (4 LT 58-28 S)PER WISDOT SECTION 460 2.0" BITUMINOUS SURFACECOURSE (5 LT 58-28 S)PER WISDOT SECTION 460 2.0" BITUMINOUS BINDERCOURSE (4 LT 58-28 S)PER WISDOT SECTION 460 TACK COAT 8.0" BASE COURSEWISDOT SECTION 3051-1/4" CRUSHED STONECOMPACTED SUBGRADE 7.0" - 4,000 PSI (28 DAY COMPRESSIVE STRENGTH) AIR ENTRAINED CONCRETE (4.5-7.5% AIR ENTRAINED) 6.0" BASE COURSEWISDOT SECTION 3051-1/4" CRUSHED STONE COMPACTED SUBGRADE COMPACTED SUBGRADE TACK COAT 9.0" BASE COURSEWISDOT SECTION 3051-1/4" CRUSHED STONE 5"- 4,000 PSI (28 DAY COMPRESSIVESTRENGTH) AIR ENTRAINED CONCRETE(4.5-7.5% AIR ENTRAINED) 4" BASE COURSEWISDOT SECTION 3053/4" CRUSHED AGGREGATECOMPACTED SUBGRADE 18" CONCRETE CURB & GUTTER DETAIL(NOT TO SCALE) COMPACTEDAGGREGATE BASECOURSECOMPACTEDAGGREGATE BASECOURSE 1/2"R. 1/2"R.2"R.1/4" PER FT. 1/4" PER FT. 1/2"R.2"R.1/2"R. NOTES:A. TRACKING PAD:1.THE TRACKING PAD SHALL BE INSTALLED PRIOR TO ANY TRAFFIC LEAVING THE SITE.2.THE AGGREGATE FOR THE TRACKING PAD SHALL BE HARD, DURABLE, ANGULAR STONE OR RECYCLEDCONCRETE MEETING THE GRADATION OF TABLE 1 OF THE WISCONSIN DNR TECHNICAL STANDARD1057. WHERE THIS GRADATION IS NOT AVAILABLE, MEET THE GRADATION IN WISCONSINDEPARTMENT OF TRANSPORTATION (DOT) 2018 STANDARD SPECIFICATION, SECTION 312, SELECTCRUSHED MATERIAL.3.THE AGGREGATE SHALL BE PLACED IN A LAYER AT LEAST 12 INCHES THICK. ON SITES WITH A HIGHWATER TABLE, OR WHERE SATURATED CONDITIONS ARE EXPECTED DURING THE LIFE OF THEPRACTICE, STONE TRACKING PADS SHALL BE UNDERLAIN WITH A WISDOT TYPE R GEOTEXTILEFABRIC TO PREVENT MIGRATION OF UNDERLYING SOIL INTO THE STONE.4.THE TRACKING PAD SHALL BE THE FULL WIDTH OF THE EGRESS POINT. THE TRACKING PAD SHALL BE AMINIMUM OF 50 FEET LONG.5.SURFACE WATER MUST BE PREVENTED FROM PASSING THROUGH THE TRACKING PAD. FLOWS SHALLBE DIVERTED AWAY FROM TRACKING PADS OR CONVEYED UNDER AND AROUND THEM BY USING AVARIETY OF PRACTICES, SUCH AS CULVERTS, WATER BARS, OR OTHER SIMILAR PRACTICES.B. TIRE WASHING:IF CONDITIONS ON THE SITE ARE SUCH THAT THE SEDIMENT IS NOT REMOVED FROM VEHICLE TIRES BY THETRACKING PAD, THEN TIRES SHALL BE WASHED UTILIZING PRESSURIZED WATER BEFORE ENTERING A PUBLICROAD.1.THE WASHING STATION SHALL BE LOCATED ON-SITE ON AN AREA THAT IS STABILIZED AND DRAINS INTOA SUITABLE SEDIMENT TRAPPING OR SETTLING DEVICE.2.THE WASH RACK SHALL CONSIST OF A HEAVY GRATING OVER A LOWERED AREA. THE RACK SHALL BESTRONG ENOUGH TO SUPPORT THE VEHICLES THAT WILL CROSS IT.C. MAINTENANCE1.ROCKS LODGED BETWEEN THE TIRES IF DUAL WHEEL VEHICLES SHALL BE REMOVED PRIOR TO LEAVINGTHE CONSTRUCTION SITE.2.TRACKING PADS AND TIRE WASHING STATIONS SHALL, AT AT MINIMUM, BE INSPECTED WEEKLY ANDWITHIN 24 HOURS AFTER EVERY PRECIPITATION EVENT THAT PRODUCES 0.5 INCHES OF RAIN ORMORE DURING A 24-HOUR PERIOD.3.THE TRACKING PAD PERFORMANCE SHALL BE MAINTAINED BY SCRAPING OR TOP-DRESSING WITHADDITIONAL AGGREGATE.4.A MINIMUM 12-INCH THICK PAD SHALL BE MAINTAINED. PUBLICRIGHT-OF-WAYEXIST. PAVEMENT CONSIDERATIONS:1.TIRE WASHING AND TRACKING PAD TO CONFORM TO WDNRCONSERVATION PRACTICE STANDARD 1057.2.VEHICLES TRAVELING ACROSS THE TRACKING PAD SHOULD MAINTAINA SLOW CONSTANT SPEED.3.THE BEST APPROACH TO PREVENTING OFF-SITE TRACKING IS TORESTRICT VEHICLES TO STABILIZED AREAS.4.IT IS ALWAYS PREFERABLE TO PREVENT SEDIMENT FROM BEINGDEPOSITED UPON THE ROAD THAN CLEANING THE ROAD LATER.SEDIMENT ON A ROAD CAN CREATE A SAFETY HAZARD AS WELL AS APOLLUTION PROBLEM.5.ANY SEDIMENT TRACKED ONTO A PUBLIC OR PRIVATE ROAD SHOULDBE REMOVED BY STREET CLEANING, NOT FLUSHING, BEFORE THE ENDOF EACH WORKING DAY. FILTER CLOTHSTRIP TOPSOIL & SETTO PLAN SUBGRADE INLET WITH ORWITHOUT GRATE ATTACH GEOTEXTILEFABRIC, TYPE FF TOTHE STAKES ANDCROSS BRACING GEOTEXTILEFABRIC, TYPE FF 2" x 4" STAKEAND CROSSBRACING FLAP POCKET INLET PROTECTION, TYPE D(CAN BE INSTALLED IN ANY INLET TYPE WITHOR WITHOUT A CURB BOX AS PER NOTE 2 )INLET PROTECTION, TYPE C (WITHCURB BOX) INLET PROTECTION, TYPE A GENERAL NOTES:INLET PROTECTION DEVICES SHALL CONFORM TO WDNR CONSERVATION PRACTICE STANDARD 1060 AND BE MAINTAINED OR REPLACED ATTHE DIRECTION OF THE ENGINEER.MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE WISDOT'S EROSION CONTROL PRODUCT ACCEPTABILITY LIST MAY BESUBSTITUTED IF ALLOWED BY ENGINEER.TYPE A IS TO BE USED PRIOR TO PAVING AND INSTALLATION OF CURB AND GUTTER, AND TYPES B, C, AND D ARE TO BE USED AFTER PAVING ISPLACED.TYPE A SHALL BE USED AROUND INLETS AND UNPAVED AREAS UNTIL PERMANENT STABILIZATION METHODS HAVE BEEN ESTABLISHED.TYPE B SHALL BE USED AFTER THE CASTING AND GRATE ARE IN PLACE, ON INLETS WITHOUT A CURB BOX WHEN TYPE D INLET DEVICESCANNOT BE USED.TYPE C SHALL BE USED AFTER THE CASTING AND GRATE ARE IN PLACE, ON STREET INLETS WITH CURB HEADS.TYPE D SHALL BE USED IN AREAS WHERE OTHER TYPES OF INLET PROTECTION ARE INCOMPATIBLE WITH ROADWAY AND TRAFFIC CONDITIONS(I.E. POSSIBLE SAFETY HAZARD IF PONDING OCCURS), OR WHERE MORE EFFECTIVE INLET FILTERING IS NEEDED.TAPER BOTTOM OF BAG TO MAINTAIN 3" OF CLEARANCE BETWEEN THE BAG AND THE STRUCTURE, MEASURED FROM THE BOTTOM OF THEOVERFLOW OPENINGS TO THE STRUCTURE WALL.GEOTEXTILE FABRIC TYPE FF FOR FLAPS, TOP AND BOTTOM OF OUTSIDE OF FILTER BAG. FRONT, BACK, AND BOTTOM OF FILTER BAG BEINGONE PIECE.STORM DRAIN INLET PROTECTION(NOT TO SCALE) INSTALLATION NOTES:TYPE B & C:TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE.THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDSOR OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET.TYPE D:DO NOT INSTALL INLET PROTECTION TYPE D IN INLETS SHALLOWER THAN 30", MEASURED FROM THE BOTTOMOF THE INLET TO THE TOP OF THE GRATE.TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE.THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET WALLS AND THE BAG,MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALLCINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE. THE TIES SHALL BE PLACED AT AMAXIMUM OF 4" FROM THE BOTTOM OF THE BAG. MAINTENANCE:REMOVE INLET PROTECTION DEVICES ONCE THE CONTRIBUTING DRAINAGE AREA IS STABILIZED WITHAPPROPRIATE VEGETATION OR IMPERVIOUS SURFACE.INLET PROTECTION SHALL BE, AT A MINIMUM, INSPECTED WEEKLY AND WITHIN 24 HOURS AFTER EVERYPRECIPITATION EVENT THAT PRODUCES 0.5 INCHES OF RAIN OR MORE DURING A 24-HOUR PERIOD.FOR TYPE A, B OR C INLET PROTECTION, SEDIMENT DEPOSITS SHALL BE REMOVED AND THE INLET PROTECTIONDEVICE RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED BETWEEN 1/3 TO 1/2THE DESIGN DEPTH OF THE DEVICE, OR WHEN THE DEVICE IS NO LONGER FUNCTIONING AS DESIGNED.FOR TYPE D INLET PROTECTION (INCLUDING D-M AND D-HR), REMOVE SEDIMENT WHEN SEDIMENT ACCUMULATESTO WITHIN 6" OF THE BOTTOM OF THE OVERFLOW HOLES, OR WHEN STANDING WATER REMAINS WITHIN 6" OFTHE BOTTOM OF THE OVERFLOW HOLES 24 HOURS AFTER A RUNOFF EVENT. HOLES IN THE TYPE FF FABRIC MAY BEREPAIRED BY STITCHING IF LESS THAN 2" IN LENGTH, BUT THE FABRIC SHOULD BE REPLACED IF THE HOLES AREGREATER THAN 2" IN LENGTH IN THE TYPE FF FABRIC OR IF THERE ARE ANY HOLES IN THE TYPE HR FABRIC. THEFILTER MUST ALSO BE REPLACED IF THE FLAP POCKETS SUSTAIN DAMAGE THAT COMPROMISES FILTER INTEGRITYOR THE ABILITY TO PERFORM MAINTENANCE.REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND STABILIZED.WHEN REMOVING OR MAINTAINING INLET PROTECTION, DUE CARE SHALL BE TAKEN TO ENSURE SEDIMENT DOESNOT FALL INTO THE INLET AND IMPEDE THE INTENDED FUNCTION OF THE DEVICE. ANY MATERIAL FALLING INTOTHE INLET SHALL BE REMOVED IMMEDIATELY. 1FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.2FOR INLET PROTECTION, TYPE C (WITH CURB BOX), AN ADDITIONAL 18" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING.3FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2X4. THE REBAR, STEEL PIPE, OR WOOD SHALL BE INSTALLED IN THE REAR FLAP AND SHALL NOT BLOCK THE TOP HALF OF THE CURB FACE OPENING.4SIDE FLAPS SHALL BE A MAXIMUM OF 2" LONG. FOLD THE FABRIC OVER AND REINFORCE WITH MULTIPLE STITCHES. INLET SPECIFICATIONSAS PER THE PLANDIMENSION LENGTH ANDWIDTH TO MATCH FRONT, BACK, AND BOTTOM TOBE MADE FROM SINGLE PIECE OFFABRIC, TYPE FF 3 1 MINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETS 4" x 6" OPENINGS WITH ROUNDEDCORNERS SHALL BE HEAT CUT INTO ALLFOUR SIDE PANELS USE REBAR, STEEL PIPE, OR2"x4" FOR REMOVALFOR INLETS WITH CAST CURBBOX USE WOOD 2" x 4",EXTEND 10" BEYOND GRATEWIDTH ON BOTH SIDES,LENGTH VARIES. SECURE TOGRATE WITH WIRE ORPLASTIC TIES. 4 TAPER BOTTOM OF BAG TOMAINTAIN 3.0" SEPARATIONBETWEEN THE BAG AND THESTRUCTURE AT THE OVERFLOWHOLES. FRONT LIFTING FLAP IS TO BE USEDWHEN REMOVING ANDMAINTAINING FILTER BAG 1 *NOTE: DEPENDING ON EXPOSEDSOIL TEXTURE, TYPE D-M ORTYPE D-HR INLET PROTECTIONMAY BE USED IN PLACE OF TYPED. GEOTEXTILEFABRIC, TYPE FF2" x 4" STAKE ANDCROSS BRACING GRATEDINLET BURIED FABRICMIN. 6" DEPTH DIRECTION OFRUNOFF WATER FLOW INLET PROTECTION, TYPE B(WITHOUT CURB BOX)(CAN BE INSTALLED IN ANY INLET WITHOUT ACURB BOX) GEOTEXTILEFABRIC, TYPE FF 1 WOOD 2" x 4" EXTENDS8" BEYOND GRATEWIDTH ON BOTH SIDES,LENGTH VARIES. SECURETO GRATE WITH WIRE ORPLASTIC TIES21 GEOTEXTILEFABRIC, TYPE FF GEOTEXTILE FABRIC,TYPE FF CLEAN-OUT CASTING NEENAH FOUNDARY CAST IRON OR APPROVED EQUALCLEAN-OUT CASTINGNEENAH FOUNDARYCAST IRON ORAPPROVED EQUAL DETAIL PVC THREADED CAP & PLUG PVC LONG SWEEP 45° BEND PVC WYE ENCASE WYEIN CONCRETE PVC RISER FROST SLEEVE - PVC SCH. 40FLOW FROST SLEEVE - PVC SCH. 40 PAINT CURBHEAD (YELLOW) TAPER FULL HEIGHT CURB HEADFROM 6" TO 0" IN 3-FTPAINT CURB TOP AND FACE YELLOW BB3.0' LANDING REQUIREDAT TOP OF RAMP WARPED AREA EXPANSIONJOINT 1'-6"MIN.2'-0" MAX.TRANSITION FACEOF CURB FROM 0" TO 6" HEIGHT.CURB TO BE PAINTED YELLOW1'-6"MIN.2'-0" MAX. N.T.S. 1/2" PER FT.1/2"R.1/2"R. COMPACTEDAGGREGATE BASECOURSE GRADE ORANGECONSTRUCTIONFENCING METAL T STAKES SEE MANUFACTURERFOR DEPTH OF STAKEAND INSTALLATIONGUIDELINES FLOW FLOW P:\3260076\Dwg\Sheets\3260076-DT01.dwg, SITE DETAILS, 6/15/2026 12:45:54 PM, maf2 Page 22 of 32 SPECIFICATIONS Know what'sbelow.before you dig.Call R R.A.SMITH, INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES,LIABILITY OR COSTS RESULTING FROM CHANGES OR ALTERATIONSMADE TO THIS PLAN WITHOUT THE EXPRESSED WRITTEN CONSENT OFR.A.SMITH, INC.ALL COPYRIGHTS TO THESE DRAWINGS ARE RESERVED. THEY MAY NOTBE COPIED, CHANGED, OR ASSIGNED TO ANY THIRD PARTY IN ANYMANNER WITHOUT OBTAINING THE EXPRESSED WRITTEN PERMISSIONOF R.A.SMITH, INC. CONSULTANTS: SHEET TITLE: SHEETNUMBER DATEISSUED SETTYPE PROJECTNUMBER REVISIONS: SCALE NOT FOR CONSTRUCTIONTHESE DRAWINGS ARE RELEASED FORDESIGN DEVELOPMENT PURPOSESONLY. THEY ARE NOT TO BE USE FORREGULATORY APPROVAL, PERMIT, ORCONSTRUCTION PURPOSES . 507 S. 2ND STREET, STE 125MILWAUKEE WI, 53204414-239-8267 COPYRIGHT DAN BEYER ARCHITECTSC DRAWING SET06/15/2026 RIVERPOINT VILLAGE - MULTI-TENANT RETAILBUILDING8739 N PORT WASHINGTONFOX POINT, WI 53217 2603-005 raSmithPROJECT NUMBER 3260076 C600 DIVISION 33 - UTILITIES33 10 00 - WATER DISTRIBUTION1.WORK SHALL CONSIST OF INSTALLATION AND TESTING OF THE WATER DISTRIBUTION SYSTEM AND ALL APPURTENANCES.2.ALL ITEMS SHALL INCLUDE ALL NECESSARY MATERIALS AND LABOR TO COMPLETE THE ITEM IN PLACE.3.ALL PUBLIC WATER DISTRIBUTION WORK SHALL BE IN ACCORDANCE WITH WISCONSIN ADMINISTRATIVE CODE NR 811, MUNICIPALITYDEVELOPMENT STANDARDS AND SSSWCW.4.ALL PRIVATE WATER DISTRIBUTION WORK SHALL BE IN ACCORDANCE WITH WISCONSIN ADMINISTRATIVE CODE SPS 382, MUNICIPALITYDEVELOPMENT STANDARDS AND SSSWCW.5.POLYVINYL CHLORIDE (PVC) PIPE SHALL BE SDR 18, CLASS 150 CONFORMING TO AWWA C900 WITH INTEGRAL ELASTOMERIC BELL AND SPIGOTJOINTS IN ACCORDANCE WITH SECTION 8.20.0 OF SSSWCW.6.DUCTILE IRON PIPE (DIP) SHALL BE CLASS 150 CONFORMING TO AWWA C151 WITH RUBBER GASKETED JOINTS IN ACCORDANCE WITH SECTION8.18.0 OF SSSWCW.7.POLYETHYLENE TUBING SHALL BE SDR 9 IN ACCORDANCE WITH SECTION 8.24.0 OF SSSWCW AND CONFORM TO AWWA C901.8.COPPER TUBING SHALL BE TYPE “” 9.BALL VALVES SHALL BE IN ACCORDANCE WITH SECTION 8.30.0 OF SSSWCW AND CONFORM TO AWWA C800 AND ASTM B62.10.GATE VALVES SHALL BE IN ACCORDANCE WITH SECTION 8.27.0 OF SSSWCW AND CONFORM TO AWWA C500.11.BUTTERFLY VALVES SHALL BE IN ACCORDANCE WITH SECTION 8.28.0 OF SSSWCW AND CONFORM TO AWWA C504.12.VALVE BOXES SHALL BE IN ACCORDANCE WITH SECTION 8.29.0 OF SSSWCW AND CONFORM TO ASTM A48. VALVE BOXES SHALL BE SIZE DD,SCREW TYPE, 3 PIECE ASSEMBLY, WITH COVERS MARKED “WATER”. ALL VALVE BOXES SHALL BE SET TO PROPOSED GRADE, TRULY VERTICAL, ANDSUPPORTED BY USE OF ADAPTOR.13.HYDRANTS SHALL BE IN ACCORDANCE WITH SECTION 8.26.0 OF SSSWCW AND CONFORM TO AWWA C502. PUMPER NOZZLE SHALL BEPERPENDICULAR TO AND ORIENTED TOWARDS THE PAVEMENT. HYDRANTS SHALL BE ATTACHED BY MEANS OF TEE AND HAVE A GROUND LINETO CENTER DISTANCE OF 18 TO 21 INCHES.14.FITTINGS SHALL BE CLASS 150 IN ACCORDANCE WITH SECTION 8.22.0 OF SSSWCW, CONFORMING TO AWWA C110, AND PROVIDED WITHMECHANICAL JOINTS.15.MECHANICAL JOINTS SHALL BE MADE WITH “COR TEN” NUTS AND BOLTS, OR CORROSION-RESISTANT EQUIVALENTS CONFORMING TO AWWAC111.16.POLYETHYLENE WRAP SHALL BE IN ACCORDANCE WITH SECTION 8.21.0 OF SSSWCW AND PROVIDED FOR ALL METAL PIPES AND FITTINGS.17.THRUST RESTRAINT SHALL BE IN ACCORDANCE WITH SECTION 4.3.13 OF SSSWCW AND PROVIDED FOR ALL BENDS, CAPS, PLUGS, AND TEES.18.TRENCH SECTION SHALL BE IN ACCORDANCE WITH FILE NO. 36 OF SSSWCW. MAXIMUM ALLOWABLE TRENCH WIDTH SHALL BE OUTSIDEDIAMETER OF PIPE PLUS 20 INCHES.19.PIPE BEDDING AND COVER MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 8.43.0 OF SSSWCW. MINIMUM COVER OVER PIPE SHALL BE 12INCHES.20.TRENCH BACKFILL MATERIAL SHALL BE MECHANICALLY COMPACTED GRANULAR BACKFILL IN ACCORDANCE WITH SECTION 8.43.4 OF SSSWCWBENEATH AND WITHIN 5 FEET OF PAVEMENT AREAS, AND SHALL BE SPOIL BACKFILL IN ACCORDANCE WITH SECTION 8.43.5 OF SSSWCWBENEATH GREENSPACE AREAS, UNLESS ALTERNATIVE COMPACTION IS RECOMMENDED IN THE GEOTECHNICAL REPORT OR BY THEGEOTECHNICAL ENGINEER DURING CONSTRUCTION, IN WHICH CASE THE CONTRACTOR IS TO FOLLOW THE RECOMMENDATIONS OF THEGEOTECHNICAL ENGINEER.21.CAUTION MUST BE FOLLOWED REGARDING THE COMPACTION OF ALL UTILITY TRENCHES. FLOODING OF BACKFILL MATERIAL IS NOT ALLOWED.22.TRACER WIRE SHALL BE BLUE AND INSTALLED IN ACCORDANCE WITH SECTION 2.11.2 OF SSSWCW ON ALL BURIED NON-METALLIC PUBLIC WATERMAIN PIPE, PRIVATE WATER MAIN PIPE, AND BUILDING WATER SERVICE PIPE. TRACER WIRE SHALL BE INSULATED, SINGLE-CONDUCTOR, 12GAUGE SOLID COPPER OR COPPER COATED STEEL WIRE, SECURED AT LEAST EVERY 10 FEET AND AT ALL BENDS, WITH ACCESS POINTS AT LEASTEVERY 400 FEET.23.PROPOSED WATER SERVICES SHOWN ON THIS PLAN SHALL TERMINATE AT A POINT FIVE (5) FEET FROM THE EXTERIOR BUILDING WALL.24.THE CONTRACTOR IS RESPONSIBLE FOR THE SIZE, TYPE AND NUMBER OF BENDS REQUIRED TO COMPLETE CONSTRUCTION, WHICH SHALL BEINCIDENTAL AND INCLUDED IN THE COST OF WORK.25.THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES TO FINISHED SURFACE.26.THE CONTRACTOR IS RESPONSIBLE FOR PRESSURE TESTING AND SAFE WATER SAMPLING. HYDROSTATIC TESTING SHALL BE IN ACCORDANCEWITH SECTION 4.15.0 OF SSSWCW. DISINFECTION SHALL BE IN ACCORDANCE WITH SECTION 4.16.0 OF SSSWCW AND CONFORM TO AWWA C651.WATER MAINS SHALL BE FLUSHED AND TESTED IN THE PRESENCE OF THE WATER UTILITY OPERATOR.33 30 00 - SANITARY SEWERAGE1.WORK SHALL CONSIST OF INSTALLATION AND TESTING OF THE SANITARY SEWERAGE SYSTEM AND ALL APPURTENANCES.2.ALL ITEMS SHALL INCLUDE ALL NECESSARY MATERIALS AND LABOR TO COMPLETE THE ITEM IN PLACE.3.ALL PUBLIC SANITARY SEWERAGE WORK SHALL BE IN ACCORDANCE WITH WISCONSIN ADMINISTRATIVE CODE NR 110, MUNICIPALITYDEVELOPMENT STANDARDS AND SSSWCW.4.ALL PRIVATE SANITARY SEWERAGE WORK SHALL BE IN ACCORDANCE WITH WISCONSIN ADMINISTRATIVE CODE SPS 382, MUNICIPALITYDEVELOPMENT STANDARDS AND SSSWCW.5.POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS SHALL BE SDR 35 CONFORMING TO ASTM D3034 FOR DEPTHS LESS THAN 18 FEET, AND SHALL BESDR 18 CONFORMING TO AWWA C900 FOR DEPTHS GREATER THAN 18 FEET, BOTH WITH PUSH-ON RUBBER GASKETED JOINTS IN ACCORDANCEWITH SECTIONS 8.10.6 AND 8.41.4 OF SSSWCW.6.MANHOLES SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH SECTION 8.39.0 OF SSSWCW AND CONFORM TO ASTM C478.SIZES SHALL BE AS INDICATED AND VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING.7.TRENCH SECTION SHALL BE CLASS B IN ACCORDANCE WITH SECTION 3.2.6 OF SSSWCW. MAXIMUM ALLOWABLE TRENCH WIDTH SHALL BEOUTSIDE DIAMETER OF PIPE PLUS 20 INCHES.8.PIPE BEDDING AND COVER MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 8.43.0 OF SSSWCW. MINIMUM COVER OVER PIPE SHALL BE 12INCHES.9.TRENCH BACKFILL MATERIAL SHALL BE MECHANICALLY COMPACTED GRANULAR BACKFILL IN ACCORDANCE WITH SECTION 8.43.4 OF SSSWCWBENEATH AND WITHIN 5 FEET OF PAVEMENT AREAS, AND SHALL BE SPOIL BACKFILL IN ACCORDANCE WITH SECTION 8.43.5 OF SSSWCWBENEATH GREENSPACE AREAS, UNLESS ALTERNATIVE COMPACTION IS RECOMMENDED IN THE GEOTECHNICAL REPORT OR BY THEGEOTECHNICAL ENGINEER DURING CONSTRUCTION, IN WHICH CASE THE CONTRACTOR IS TO FOLLOW THE RECOMMENDATIONS OF THEGEOTECHNICAL ENGINEER.10.CAUTION MUST BE FOLLOWED REGARDING THE COMPACTION OF ALL UTILITY TRENCHES. FLOODING OF BACKFILL MATERIAL IS NOT ALLOWED.11.ALL CONNECTIONS TO EXISTING SANITARY SEWER PIPES AND STRUCTURES SHALL BE CORED CONNECTIONS, UNLESS NOTED OTHERWISE.PREFABRICATED WYE CONNECTIONS ARE REQUIRED FOR ALL BUILDING SANITARY SERVICE PIPES, UNLESS NOTED OTHERWISE. DIVISION 32 - EXTERIOR IMPROVEMENTS32 12 00 - ASPHALT PAVING1.WORK SHALL CONSIST OF FINE GRADING SUBGRADE, EXCAVATION BELOW SUBGRADE (IF NECESSARY), PLACEMENT OF CRUSHED STONEBASE, INSTALLATION OF HOT-MIX ASPHALT, PAVEMENT MARKING, SIGNAGE, AND CLEANUP.2.ALL ITEMS SHALL INCLUDE ALL NECESSARY MATERIALS AND LABOR TO COMPLETE THE ITEM IN PLACE.3.ASPHALT PAVEMENT MIX DESIGNS SUBMITTED FOR REVIEW SHALL BE FORMATTED USING WISDOT MIX DESIGN STANDARD DATA INPUTFORM/REPORT 249.4.CRUSHED STONE BASE SHALL BE IN ACCORDANCE WITH SECTION 305 OF WISDOT STANDARD SPECIFICATIONS.5.ASPHALTIC MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 455 OF WISDOT STANDARD SPECIFICATIONS.6.AGGREGATE SHALL BE IN ACCORDANCE WITH SECTION 460 OF WISDOT STANDARD SPECIFICATIONS.7.DO NOT CONDUCT ASPHALT PAVING IF ANY OF THE FOLLOWING CONDITIONS EXIST: CRUSHED STONE BASE IS WET OR EXCESSIVELY DAMP;TEMPERATURE IS BELOW 30 DEGREES FAHRENHEIT AT TIME OF BINDER COURSE INSTALLATION; TEMPERATURE HAS BEEN BELOW 35DEGREES FAHRENHEIT WITHIN 12 HOURS PRIOR TO TACK COAT APPLICATION; TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AT TIMEOF SURFACE COURSE INSTALLATION.8.COMPACT ASPHALT IN ACCORDANCE WITH SECTION 450 OF WISDOT STANDARD SPECIFICATIONS. COMPACT ASPHALT TO PRODUCE THETHICKNESS INDICATED WITHIN PLUS/MINUS 1/4-INCH FOR BINDER COURSE, AND WITHIN PLUS 1/4-INCH FOR SURFACE COURSE (NOMINUS).9.APPLY TACK COAT BETWEEN ASPHALT COURSES AT A MINIMUM RATE OF 0.25 GAL/SY.10.NO TRAFFIC SHALL BE ALLOWED ON ASPHALT AFTER FINAL ROLLING UNTIL IT HAS COOLED AND HARDENED.11.FINAL ASPHALT SURFACE SHALL BE WITHIN A 1/8-INCH TOLERANCE AS DETERMINED BY USING A 10-FOOT STRAIGHTEDGE APPLIEDLONGITUDINALLY OR TRANSVERSELY. REMOVE AND REPLACE ALL RAISED AND DEPRESSED AREAS EXCEEDING TOLERANCE.12.A SLOPE NO GREATER THAN 2% IN ALL DIRECTIONS AT ADA PARKING STALLS AND ADJACENT UNLOADING AREAS IS REQUIRED. NOTIFYENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK.13.A SLOPE NO GREATER THAN 5% ALONG THE LENGTH OF THE ACCESSIBLE ROUTE IS REQUIRED. A SLOPE NO GREATER THAN 2% ACROSS THEWIDTH OF THE ACCESSIBLE ROUTE IS REQUIRED. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK.32 13 00 - CONCRETE PAVING1.WORK SHALL CONSIST OF FINE GRADING SUBGRADE, EXCAVATION BELOW SUBGRADE (IF NECESSARY), PLACEMENT OF CRUSHED STONEBASE, INSTALLATION OF CONCRETE, AND CLEANUP.2.ALL ITEMS SHALL INCLUDE ALL NECESSARY MATERIALS AND LABOR TO COMPLETE THE ITEM IN PLACE.3.CRUSHED STONE BASE SHALL BE IN ACCORDANCE WITH SECTION 305 OF WISDOT STANDARD SPECIFICATIONS.4.CONCRETE PAVING SHALL BE IN ACCORDANCE WITH WISDOT STANDARD SPECIFICATIONS:a.SECTION 405- COLORED AND STAMPED CONCRETE PAVINGb.SECTION 415- CONCRETE PAVEMENTc.SECTION 416- CONCRETE PAVEMENT REPAIRd.SECTION 601- CONCRETE CURBINGe.SECTION 602- CONCRETE SIDEWALK AND PATIO PAVING5.CONCRETE SHALL BE GRADE A AIR-ENTRAINED IN ACCORDANCE WITH SECTION 501 OF WISDOT STANDARD SPECIFICATIONS, WITH AMINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.6.AGGREGATE SHALL BE IN ACCORDANCE WITH SECTION 501 OF WISDOT STANDARD SPECIFICATIONS.7.WATER SHALL BE IN ACCORDANCE WITH SECTION 501 OF WISDOT STANDARD SPECIFICATIONS AND ASTM C94 / C94M.8.AIR-ENTRAINING SHALL BE IN ACCORDANCE WITH SECTION 501 OF WISDOT STANDARD SPECIFICATIONS AND ASTM C260. DIVISION 31 - EARTHWORK31 10 00 - SITE CLEARING & DEMOLITION1.WORK SHALL CONSIST OF DEMOLITION, ABANDONMENT, AND REMOVAL OF EXISTING FOUNDATIONS, WALLS, SLABS, FENCES, PIPING,PAVEMENTS, AND OTHER MANMADE ITEMS INTERFERING WITH NEW CONSTRUCTION. WORK SHALL ALSO CONSIST OF CLEARING ANDGRUBBING OF TREES, SHRUBS, VEGETATION, ROOTS, STUMPS, RUBBISH, AND OTHER PERISHABLE MATTER INTERFERING WITH NEWCONSTRUCTION.2.ALL ITEMS SHALL INCLUDE ALL NECESSARY MATERIALS AND LABOR TO COMPLETE THE ITEM IN PLACE.3.CALL 811 TO NOTIFY UTILITY PROVIDERS AND REQUEST FIELD LOCATION OF EXISTING UTILITIES WITHIN PROJECT LIMITS PRIOR TO ANYCONSTRUCTION RELATED ACTIVITIES.4.INSTALL PERIMETER FENCING AS INDICATED PRIOR TO COMMENCING ANY CONSTRUCTION RELATED ACTIVITY.5.CLEARLY IDENTIFY ALL VEGETATION TO BE PRESERVED AND/OR RELOCATED PRIOR TO CLEARING AND GRUBBING.6.PROTECT EXISTING IMPROVEMENTS TO REMAIN DURING CONSTRUCTION. ANY DAMAGED IMPROVEMENTS SHALL BE RESTORED TOORIGINAL CONDITION, OR AS OTHERWISE ACCEPTABLE TO THE OWNER.7.REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO CONSTRUCT PROPOSEDIMPROVEMENTS.8.SAWCUT ALL PAVEMENT TO BE REMOVED IN STRAIGHT LINES TO FULL DEPTH.9.DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. BREAK UP CONCRETE SLABS THAT ARE 2 FEET OR MORE BELOW PROPOSEDSUBGRADE TO PERMIT DRAINAGE.10.DISCONNECT AND SEAL/CAP EXISTING UTILITIES TO BE REMOVED, RELOCATED, OR ABANDONED IN ACCORDANCE WITH REQUIREMENTS OFUTILITY PROVIDERS.11.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING OWNERSHIP OF AND COORDINATING NECESSARY REMOVAL AND/OR RELOCATION OF ALLEXISTING UTILITIES WITHIN THE PROJECT LIMITS.12.DO NOT INTERRUPT UTILITY SERVICE TO EXISTING FACILITIES UNLESS PERMITTED BY THE OWNER.13.VOIDS LEFT BY REMOVALS SHALL BE LEVELED TO PREVENT PONDING OF WATER.14.REMOVE AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS, TRASH, AND DEBRIS FROM THE PROJECT SITE. RUBBISH, TRASH, GARBAGE,AND LITTER SHALL BE PLACED IN SEALED CONTAINERS THROUGHOUT CONSTRUCTION.31 20 00 - EARTH MOVING1.WORK SHALL CONSIST OF STRIPPING AND STORAGE OF TOPSOIL, EXCAVATION, EMBANKMENT, IMPORTING OR EXPORTING MATERIAL TOACHIEVE LAND BALANCE, COMPACTION, FINISH GRADING, SUBGRADE PREPARATION, AND REPLACEMENT OF TOPSOIL.2.ALL ITEMS SHALL INCLUDE ALL NECESSARY MATERIALS AND LABOR TO COMPLETE THE ITEM IN PLACE.3.ALL EARTHWORK SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND SUBSEQUENTRECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION BASED ON FIELD CONDITIONS, AND THESE REQUIREMENTS.THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER SHALL GOVERN.4.EXCAVATE TO SUBGRADE REGARDLESS OF THE CHARACTER OF SURFACE AND SUBSURFACE CONDITIONS ENCOUNTERED. EXCAVATEDMATERIAL MAY INCLUDE ROCK AND UNCLASSIFIED OBSTRUCTIONS, WHICH IS CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THEWORK.5.EXISTING FOUNDATIONS, BUILDING REMNANTS, AND UNSATISFACTORY MATERIAL SHALL BE COMPLETELY REMOVED FROM WITHIN AND AMINIMUM OF 10 FEET BEYOND BUILDING PAD AREAS. ANY RELATED EXCAVATION SHALL BE BACKFILLED WITH COMPACTED ENGINEERED FILLMATERIAL.6.EXISTING FOUNDATIONS, BUILDING REMNANTS, AND UNSATISFACTORY MATERIAL SHALL BE REMOVED TO A MINIMUM OF 2 FEET BELOWPROPOSED SUBGRADE WITHIN GREENSPACE AND PAVEMENT AREAS. ANY RELATED EXCAVATION SHALL BE BACKFILLED WITH COMPACTEDENGINEERED FILL MATERIAL.7.AREAS SHALL BE GRADED TO WITHIN 1 INCH, MORE OR LESS, OF PROPOSED SUBGRADE. DEVIATIONS SHALL NOT BE CONSISTENT IN ONEDIRECTION.8.DISKING, HARROWING, AND AERATION TECHNIQUES SHALL BE USED TO DRY SUBGRADE PRIOR TO PROOF ROLLING.9.IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER, PROOF ROLL SUBGRADE BELOW BUILDING PAD AND PAVEMENT AREAS DURING DRYWEATHER WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK WHERE COHESIVE SOILS ARE PREDOMINANT, AND WITH A SMOOTHDRUMMED VIBRATORY ROLLER WHERE GRANULAR SOILS ARE PREDOMINANT. SUBGRADE WHICH IS OBSERVED TO RUT OR DEFLECTEXCESSIVELY SHALL BE UNDERCUT IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. DO NOT PROOF ROLLWET OR SATURATED SUBGRADE.10.THE CONTRACTOR SHALL MAINTAIN POSITIVE SITE DRAINAGE THROUGHOUT CONSTRUCTION. THIS MAY INCLUDE EXCAVATION OFTEMPORARY DITCHES OR PUMPING TO ALLEVIATE WATER PONDING. SURFACE WATER AND GROUNDWATER SHALL BE PREVENTED FROMENTERING EXCAVATIONS, PONDING ON PREPARED SUBGRADES, AND FLOODING PROJECT SITE AND/OR SURROUNDING AREAS.11.THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ALL EARTHWORK COMPUTATIONS AND FOR ACTUAL LAND BALANCE,INCLUDING UTILITY TRENCH SPOIL. THE CONTRACTOR SHALL IMPORT OR EXPORT MATERIAL AS NECESSARY TO COMPLETE THE PROJECT.12.TOPSOIL REPLACEMENT DEPTH SHALL BE AS CALLED OUT ON THE CIVIL OR LANDSCAPE PLANS, OR A MINIMUM OF SIX INCHES IF NOT CALLEDOUT ON LANDSCAPE PLAN.13.TOPSOIL IN PARKING ISLANDS: ALL PARKING LOT ISLANDS TO BE BACKFILLED WITH TOPSOIL TO A MINIMUM DEPTH OF 18'' BY GRADINGCONTRACTOR TO INSURE LONG TERM PLANT HEALTH. CROWN ALL PLANTING ISLANDS A MINIMUM OF 6'' TO PROVIDE PROPER DRAINAGE,UNLESS OTHERWISE SPECIFIED.31 25 00 - EROSION & SEDIMENTATION CONTROLS1.WORK SHALL CONSIST OF INSTALLATION OF TEMPORARY AND PERMANENT PRACTICES FOR SEDIMENTATION CONTROL, EROSION CONTROL,SLOPE PROTECTION, AND REMOVAL OF PRACTICES UPON FINAL SITE STABILIZATION.2.ALL ITEMS SHALL INCLUDE ALL NECESSARY MATERIALS AND LABOR TO COMPLETE THE ITEM IN PLACE.3.INSTALLATION AND MAINTENANCE OF PRACTICES SHALL BE IN ACCORDANCE WITH THE APPLICABLE WDNR TECHNICAL STANDARD, OR THEWISCONSIN CONSTRUCTION SITE BEST MANAGEMENT PRACTICE HANDBOOK IF A TECHNICAL STANDARD IS NOT AVAILABLE.4.ALL PRACTICES SHALL BE INSTALLED PRIOR TO COMMENCING ANY LAND DISTURBING CONSTRUCTION RELATED ACTIVITY. EARTHWORKASSOCIATED WITH INSTALLATION OF PRACTICES MAY OCCUR CONCURRENTLY.5.ALL PRACTICES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AND WARRANTY PERIOD IN CONFORMANCE WITHPERMIT REQUIREMENTS.6.ALL PRACTICES SHALL BE ROUTINELY INSPECTED EVERY 7 DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAN 0.5 INCHES. THECONTRACTOR IS REQUIRED TO PERFORM INSPECTIONS, KEEP A LOG, AND CONDUCT REPAIRS AS NEEDED.7.ALL DISTURBED AREAS SHALL DRAIN TO A CONTROL PRACTICE AT ALL TIMES DURING CONSTRUCTION UNTIL FINAL STABILIZATION ISACHIEVED. DEPENDING UPON HOW THE CONTRACTOR GRADES THE SITE, IT MAY BE NECESSARY TO INSTALL ADDITIONAL CONTROLPRACTICES IN VARIOUS LOCATIONS THROUGHOUT THE PROJECT SITE. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANYADDITIONAL CONTROL PRACTICES NECESSARY TO PREVENT EROSION AND SEDIMENTATION.8.ALL DISTURBED GROUND LEFT INACTIVE FOR 7 DAYS SHALL BE STABILIZED WITH A TEMPORARY SEED MIXTURE AND MULCH. THETEMPORARY SEED MIXTURE SHALL BE IN ACCORDANCE WITH SECTION 630 OF WISDOT STANDARD SPECIFICATIONS. WINTER WHEAT OR RYESHALL BE USED FOR TEMPORARY SEED AFTER SEPTEMBER 1.9.DISTURBED AREAS THAT CAN NOT BE STABILIZED WITH A DENSE GROWTH OF VEGETATION DUE TO TEMPERATURE OR TIMING OFCONSTRUCTION SHALL BE STABILIZED BY APPLYING ANIONIC POLYACRYLAMIDE (PAM).10.ALL ACTIVITIES ON THE PROJECT SITE SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE AREA OF BARE SOIL EXPOSED AT ANYONE TIME.11.DUST GENERATED BY CONSTRUCTION RELATED ACTIVITIES SHALL BE MINIMIZED BY USE OF WATERING, CALCIUM CHLORIDE SURFACETREATMENT, CONSTRUCTION SCHEDULING, OR OTHER APPROPRIATE MEASURES.12.THE CONTRACTOR SHALL BE PREPARED FOR DEWATERING CONDITIONS BY HAVING APPROPRIATE PUMPS AND FILTER BAGS ONSITE. ALLWATER FROM CONSTRUCTION DEWATERING SHALL BE TREATED PRIOR TO DISCHARGE FROM THE PROJECT SITE.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CLEANLINESS OF THE PROJECT SITE AND PUBLIC ROADS DURINGCONSTRUCTION. PUBLIC ROADS SHALL BE KEPT FREE OF SEDIMENT TRACKED FROM AREAS UNDER CONSTRUCTION BY DAILY SWEEPING OROTHER APPROPRIATE MEASURES.14.FINAL STABILIZATION OF LANDSCAPED AREAS SHALL BE IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN.15.ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLANTO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER. DIVISION 1 - GENERAL REQUIREMENTS01 41 00 - REGULATORY REQUIREMENTS1.THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS AND ANY SUPPLEMENTS THERETO, SHALL GOVERN ALL CONSTRUCTION ITEMS ONTHIS PLAN UNLESS OTHERWISE NOTED:a.WISCONSIN DEPARTMENT OF NATURAL RESOURCES (WDNR) STORM WATER TECHNICAL STANDARDSb.WISCONSIN EROSION CONTROL PRODUCT ACCEPTABILITY LISTc.STANDARD SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN WISCONSIN (SSSWCW)d.WISCONSIN ADMINISTRATIVE CODE, SECTIONS SPS 381-387e.WISCONSIN DEPARTMENT OF TRANSPORTATION (WISDOT) STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURECONSTRUCTIONf.WISCONSIN DEPARTMENT OF TRANSPORTATION (WISDOT) APPROVED PRODUCT LISTS (APL)g.FEDERAL HIGHWAY ADMINISTRATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)h.WISCONSIN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (WMUTCD)i.UNITED STATES DEPARTMENT OF JUSTICE ADA STANDARDSj.UNITED STATES DEPARTMENT OF TRANSPORTATION ADA STANDARDS FOR TRANSPORTATION FACILITIESk.MUNICIPALITY DEVELOPMENT STANDARDSl.COUNTY DEVELOPMENT STANDARDS2.THE OWNER, ENGINEER AND MUNICIPALITY SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF PERFORMING ANY CONSTRUCTIONACTIVITIES.3.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING COPIES OF ALL PERMITS AND FOR ABIDING BY ALL PERMIT REQUIREMENTS ANDRESTRICTIONS.4.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTSTOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. ITIS ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS,AND PROGRAMS IN CONNECTION WITH THE WORK.5.SHOP DRAWINGS AND/OR MANUFACTURER'S PRODUCT DATA SUBMITTALS ARE REQUIRED ONLY IF THE PRODUCT OR METHOD OFCONSTRUCTION IS DIFFERENT FROM THAT SPECIFIED OR IF REQUIRED BY THE MUNICIPAL ENGINEER.a.ALL DOCUMENTS SUBMITTED FOR REVIEW SHALL HAVE THE SPECIFIC MATERIAL, PART, SIZE, ETC. HIGHLIGHTED IN SOME FASHION.EXAMPLE: A FITTING CUT SHEET HAS MULTIPLE PRESSURE RATING FOR DIFFERENT SIZE BENDS. HIGHLIGHT THE PRESSURE CLASS &SIZE TO BE USED ON PROJECT. ALL SUBMITTALS NOT PROPERLY IDENTIFYING THE SPECIFIC MATERIAL BEING USED WILL BEREJECTED.b.CONTRACTOR SHALL SUBMIT A PDF COPY AND AN EXPLANATION AS TO HOW THE SUBSTITUTION MEETS THE PROPOSED DESIGN(PRODUCT SPECIFICATION SHEETS WITHOUT EXPLANATION WILL NOT BE ACCEPTED) TO THE OWNER'S REPRESENTATIVE ORENGINEER FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL NOT PROCEED UNTIL THE OWNER'S APPROVAL IS GIVEN. INPROJECT SCHEDULING CONTRACTOR SHALL ACCOUNT FOR 5 WORKING DAYS FOR SUBMITTAL REVIEW. IN THE EVENT SUCHSUBSTITUTION IS APPROVED, THE OWNER WILL REQUIRE FROM THE CONTRACTOR A CREDITED DEDUCTION FROM THE CONTRACTAMOUNT EQUAL TO ANY SAVINGS IN MATERIAL COST RESULTING FROM USE OF THE PROPOSED SUBSTITUTE.6.THE CONTRACTOR SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR THE QUALITY OF WORK. IF CHANGES OR ADJUSTMENTS ARERECOMMENDED BY THE CONTRACTOR, THEY MAY BE MADE ONLY UPON WRITTEN APPROVAL OF THE OWNER OR THEIR REPRESENTATIVE.a.ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE OWNER OR THEIR REPRESENTATIVE SHALLDECIDE ALL QUESTIONS WHICH SHALL ARISE AS TO THE QUALITY AND ACCEPTABILITY OF MATERIALS FURNISHED, WORKPERFORMED, AND WORKMANSHIP. INTERPRETATION OF THE PLANS AND SPECIFICATIONS BY THE OWNER OR THEIRREPRESENTATIVE SHALL DETERMINE THE AMOUNT OF WORK PERFORMED AND MATERIALS FURNISHED.b.FAILURE OR NEGLIGENCE ON THE PART OF THE OWNER OR THEIR REPRESENTATIVE TO CONDEMN OR REJECT SUBSTANDARD ORINFERIOR WORK OR MATERIALS SHALL NOT BE CONSTRUED TO IMPLY AN ACCEPTANCE OF SUCH WORK OR MATERIALS, IF ITBECOMES EVIDENT AT ANY TIME PRIOR TO THE FINAL ACCEPTANCE OF THE WORK BY THE OWNER. NEITHER SHALL IT BECONSTRUED AS BARRING THE OWNER, AT ANY SUBSEQUENT TIME, FROM THE RECOVERY OF DAMAGES OR OF SUCH A SUM OFMONEY AS MAY BE NEEDED TO BUILD ANEW ALL PORTIONS OF THE SUBSTANDARD OR INFERIOR WORK OR REPLACEMENT OFIMPROPER MATERIALS WHEREVER FOUND.c.INSPECTORS EMPLOYED BY THE OWNER SHALL BE AUTHORIZED TO INSPECT ALL WORK DONE AND ALL MATERIAL FURNISHED.SUCH INSPECTION MAY EXTEND TO ALL OR ANY PART OF THE WORK AND TO THE PREPARATION, FABRICATION OR MANUFACTUREOF THE MATERIALS TO BE USED. THE INSPECTOR IS NOT AUTHORIZED TO REVOKE, ALTER OR WAIVE ANY REQUIREMENTS OF THESPECIFICATIONS, NOR IS HE AUTHORIZED TO APPROVE OR ACCEPT ANY PORTION OF THE COMPLETED PROJECT. HE SHALL CALLTHE ATTENTION OF THE CONTRACTOR TO ANY FAILURE OF THE WORK OR MATERIALS TO CONFORM TO THE SPECIFICATIONS ANDCONTRACT, AND SHALL HAVE THE AUTHORITY TO REJECT MATERIALS. ANY DISPUTE BETWEEN THE INSPECTOR AND CONTRACTORSHALL BE REFERRED TO THE OWNER OR THEIR REPRESENTATIVE. ANY ADVICE WHICH THE INSPECTOR MAY GIVE THE CONTRACTORSHALL IN NO WAY BE CONSTRUED AS BINDING THE ENGINEER IN ANY WAY OR RELEASING THE CONTRACTOR FROM FULFILLINGANY OF THE TERMS OF THE CONTRACT.d.ALL MATERIALS AND EACH PART OF DETAIL OF THE WORK SHALL BE SUBJECT AT ALL TIMES TO INSPECTION BY THE OWNER OR HISAUTHORIZED REPRESENTATIVE OR THE AUTHORITY HAVING JURISDICTION AND THE CONTRACTOR WILL BE HELD STRICTLY TO THETRUE INTENT OF THE SPECIFICATIONS IN REGARD TO QUALITY OF MATERIALS, WORKMANSHIP, AND THE DILIGENT EXECUTION OFTHE CONTRACT. SUCH INSPECTION MAY INCLUDE MILL, PLANT OR SHOP INSPECTION, AND ANY MATERIAL FURNISHED UNDERTHESE SPECIFICATIONS IS SUBJECT TO SUCH INSPECTION. THE OWNER OR HIS REPRESENTATIVES SHALL BE ALLOWED ACCESS TOALL PART OF THE WORK, AND SHALL BE FURNISHED WITH SUCH INFORMATION AND ASSISTANCE BY THE CONTRACTOR AS ISDETERMINED BY THE OWNER OR HIS REPRESENTATIVE, TO MAKE A COMPLETE AND DETAILED INSPECTION.e.ALL WORKMANSHIP SHALL CONFORM TO THE BEST STANDARD PRACTICE. UNLESS OTHERWISE SPECIFIED, THE SPECIFICATIONS ORRECOGNIZED ASSOCIATION OF MANUFACTURERS AND CONTRACTORS OR INDUSTRIAL MANUFACTURERS SHALL BE USED ASGUIDES FOR THE STANDARDS OF WORKMANSHIP.f.ALL EXPOSED ITEMS OF WORK SHALL PRESENT A NEAT WORKMANLIKE APPEARANCE AND SHALL BE AS TRUE TO SHAPE ANDALIGNMENT AS POSSIBLE TO OBTAIN WITH MEASURING OR LEVELING INSTRUMENTS GENERALLY USED IN THE RESPECTIVE TYPESOF WORK. ITEMS OF WORK SHALL BE SOUND AND FULLY PROTECTED AGAINST DAMAGE AND PREMATURE DETERIORATION. IT ISSPECIFICALLY UNDERSTOOD THAT IN ALL QUESTIONS OF QUALITY AND ACCEPTABILITY OF WORKMANSHIP, THE CONTRACTORAGREES TO ABIDE BY THE DECISION OF THE OWNER OR THEIR REPRESENTATIVE.g.ALL MATERIALS AND WORKMANSHIP NOT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL BECONSIDERED AS DEFECTIVE, AND ALL SUCH MATERIALS, WHETHER IN-PLACE OR NOT, SHALL BE REJECTED AND SHALL BE REMOVEDFROM THE WORK BY THE CONTRACTOR AT HIS EXPENSE. UPON FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY WITHANY ORDER OF THE OWNER RELATIVE TO THE PROVISIONS OF THIS ARTICLE, THE OWNER SHALL HAVE THE AUTHORITY TO REMOVEAND REPLACE SUCH DEFECTIVE MATERIAL AND TO DEDUCT THE COST OF REMOVAL AND REPLACEMENT FROM ANY MONIES DUEOR WHICH MAY BECOME DUE THE CONTRACTOR.h.THE CONTRACTOR SHALL KEEP A LEGIBLE COPY OF THE PLANS, SPECIFICATIONS, AND ALL PERMITS AT THE SITE OF THE WORK ATALL TIMES.i.AT THE COMPLETION OF THE WORK AND PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL PROVIDE THE OWNER OR THEIRREPRESENTATIVE WITH A MARKED-UP SET OF DRAWINGS SHOWING ALL CHANGES OR VARIATIONS FROM THE ORIGINALDRAWINGS. THESE CHANGES SHALL BE MADE ON A SET OF FIELD DRAWINGS AS THE WORK TAKES PLACE, NOT AFTER THE WORK ISCOMPLETE. THIS SET OF DRAWINGS SHOULD BE KEPT CLEAN IN A LOCATION AT THE SITE WHERE THE OWNER OR THEIRREPRESENTATIVE MAY EXAMINE THEM.j.THE MARKED-UP DRAWINGS SHALL BE ACCURATE. ARBITRARY MARKINGS ARE OF NO VALUE. CAREFUL MEASUREMENTS SHALL BEMADE TO LOCATE UNDERGROUND EXTERIOR AND UNDERGROUND INTERIOR SEWERS, GAS LINES, WATER LINES, ELECTRICALCONDUIT AND MISCELLANEOUS PIPING.7.CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL, TRAFFIC CONTROL PLANS AND PERMITTING FOR ALL WORK TO BE COMPLETEDONSITE OR IN THE PUBLIC RIGHT-OF WAY.01 70 00 - EXECUTION & CLOSEOUT REQUIREMENTS1.THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL EXISTING SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ANDSHALL COMPARE WITH THIS PLAN.2.EXISTING UTILITY INFORMATION IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, BASED ON BEST AVAILABLE PUBLIC RECORDS,AS-BUILT DRAWINGS, AND FIELD OBSERVATIONS. NO RESPONSIBILITY IS ASSUMED BY THE OWNER OR ENGINEER FOR ACCURACY ORCOMPLETENESS. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATION AS TO THE TYPE AND NATURE OF EXISTINGUTILITIES, AS MAY BE NECESSARY TO AVOID DAMAGE THERETO.3.THE CONTRACTOR SHALL VERIFY ALL LOCATIONS, ELEVATIONS, AND SIZES OF EXISTING UTILITIES AND SHALL CHECK ALL PROPOSED UTILITYCONNECTIONS AND CROSSINGS PRIOR TO PROCEEDING WITH ANY WORK. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER SOREDESIGN MAY OCCUR IF NEEDED. COST OF REPLACEMENT OR REPAIR OF EXISTING UTILITIES DAMAGED AS A RESULT OF THECONTRACTOR'S OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.4.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING SOIL CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. A GEOTECHNICALREPORT MAY BE AVAILABLE FROM THE OWNER. THE CONTRACTOR SHALL ABIDE BY THE RECOMMENDATIONS OF THE GEOTECHNICALREPORT AND SUBSEQUENT RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION.5.THE CONTRACTOR SHALL FIELD VERIFY ELEVATIONS OF THE BENCHMARKS AND HORIZONTAL CONTROL BY REFERENCING SHOWNCOORDINATES TO KNOWN PROPERTY LINES, AND SHALL NOTIFY THE ENGINEER OF DISCREPANCIES IN EITHER VERTICAL OR HORIZONTALCONTROL PRIOR TO PROCEEDING WITH ANY WORK.6.SURVEY BENCHMARKS AND CONTROL POINTS SHALL BE MAINTAINED AND PROTECTED FROM DISTURBANCE.7.PROPERTY CORNERS SHALL BE CAREFULLY PROTECTED AT ALL TIMES. PROPERTY MONUMENTS DISTURBED BY THE CONTRACTOR'SOPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.8.ANY ADJACENT PROPERTIES OR ROAD RIGHT-OF-WAYS WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED BY THECONTRACTOR. THE COST OF RESTORATION IS CONSIDERED INCIDENTAL AND SHALL BE INCLUDED.9.PUBLIC ROADS SHALL NOT BE FULLY CLOSED TO TRAFFIC AT ANY TIME. ALL INGRESS AND EGRESS TRAFFIC TO THE PROJECT SITE SHALL BELIMITED TO THE CONSTRUCTION ENTRANCE.10.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES, SHALL BID ON THEIR OWN ESTIMATE OF THE WORKREQUIRED, AND SHALL NOT RELY ON THE ENGINEER'S ESTIMATE.11.REQUESTS FOR CLARIFICATION WILL BE INTERPRETED BY THE OWNER/ENGINEER PRIOR TO AWARD OF CONTRACT, AND WHEN NECESSARY,OFFICIAL WRITTEN RESPONSES WILL BE ISSUED. OFFICIAL WRITTEN RESPONSES SHALL BE BINDING TO THE WORK. IN NO WAY SHALLVERBAL DIALOGUE CONSTITUTE OFFICIAL RESPONSE.12.SHOULD ANY DISCREPANCIES BE DISCOVERED BY THE CONTRACTOR AFTER AWARD OF CONTRACT, NOTIFY OWNER/ENGINEER IN WRITINGIMMEDIATELY. CONSTRUCTION OF ITEMS AFFECTED BY THE DISCREPANCIES SHALL NOT COMMENCE OR CONTINUE UNTIL AN OFFICIALWRITTEN RESPONSE IS ISSUED.13.ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR FOR A MINIMUM PERIOD OF 12 MONTHS FROM THE DATE OF FINALACCEPTANCE. THIS GUARANTEE SHALL INCLUDE ALL DEFECTS IN MATERIALS AND WORKMANSHIP.14.THE CONTRACTOR SHALL INDEMNIFY THE OWNER, THE ENGINEER, AND THE MUNICIPALITY, THEIR AGENTS, ETC., FROM ALL LIABILITYINVOLVED WITH THE CONSTRUCTION, INSTALLATION, AND TESTING OF THE WORK ON THIS PROJECT. DIVISION 32 - EXTERIOR IMPROVEMENTS9.RETARDING, WATER-REDUCING, AND NON-CHLORIDE ACCELERATING ADMIXTURES SHALL BE IN ACCORDANCE WITH SECTION 501 OF WISDOTSTANDARD SPECIFICATIONS AND AASHTO M194.10.LIQUID CURING COMPOUND SHALL BE IN ACCORDANCE WITH SECTION 415 OF WISDOT STANDARD SPECIFICATIONS AND AASHTO M 148.11.CONCRETE FORMS SHALL REMAIN IN PLACE AT LEAST 24 HOURS AFTER CONCRETE INSTALLATION AND SHALL BE CLEANED AFTER EACH USE.CONCRETE FORMS SHALL BE COATED WITH RELEASE AGENT TO ALLOW SEPARATION WITHOUT DAMAGE TO CONCRETE.12.CONSTRUCTION AND CONTRACTION JOINTS SHALL BE IN ACCORDANCE WITH SECTION 415 OF WISDOT STANDARD SPECIFICATIONS. JOINTPATTERN SHALL FOLLOW ARCHITECTURAL PLANS IF AVAILABLE.13.ISOLATION JOINTS SHALL CONSIST OF PREFORMED JOINT FILLER STRIPS ABUTTING CURBING, INLETS, CATCH BASINS, MANHOLES, STRUCTURES,AND OTHER FIXED OBJECTS.14.EDGES OF CONCRETE PAVEMENT, CURBING, SIDEWALK, PATIOS, AND JOINTS SHALL BE TOOLED IN CONCRETE AFTER INITIAL FLOATING WITH ANEDGING TOOL TO A 1/4-INCH RADIUS. REPEAT TOOLING AFTER APPLYING SURFACE FINISHES AND ELIMINATE TOOL MARKS ON SURFACES.15.FINISH, CURE, AND PROTECT CURBING IN ACCORDANCE WITH SECTION 601 OF WISDOT STANDARD SPECIFICATIONS.16.FINISH (LIGHT BROOM), CURE, AND PROTECT SIDEWALK AND PATIOS IN ACCORDANCE WITH SECTION 602 OF WISDOT STANDARDSPECIFICATIONS.17.FINISH (ARTIFICIAL TURF DRAG), CURE, AND PROTECT VEHICULAR PAVEMENT AND PADS IN ACCORDANCE WITH SECTION 415 OF WISDOTSTANDARD SPECIFICATIONS.18.MAINTAIN CONCRETE FREE OF STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGN MATERIAL. SWEEP CONCRETE PRIOR TO SUBSTANTIALCOMPLETION INSPECTION.19.MAXIMUM DIFFERENCE BETWEEN CONCRETE SIDEWALKS AND ADJACENT PAVEMENT SURFACES SHALL NOT EXCEED 1/4-INCH VERTICAL.20.A SLOPE NO GREATER THAN 2% IN ALL DIRECTIONS AT ADA PARKING STALLS AND ADJACENT UNLOADING AREAS IS REQUIRED. NOTIFYENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK.21.A SLOPE NO GREATER THAN 5% ALONG THE LENGTH OF THE ACCESSIBLE ROUTE IS REQUIRED. A SLOPE NO GREATER THAN 2% ACROSS THEWIDTH OF THE ACCESSIBLE ROUTE IS REQUIRED. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK.22.ALL ACCESSIBLE DOORWAYS REQUIRE AN EXTERIOR LANDING THAT IS A MINIMUM OF 5 FEET BY 5 FEET WITH A SLOPE NO GREATER THAN 2%IN ALL DIRECTIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK.23.REMOVE AND REPLACE CONCRETE THAT IS BROKEN, DAMAGED, DEFECTIVE, OR DOES NOT COMPLY WITH THE REQUIREMENTS LISTED ABOVE.32 17 00 - PAVEMENT MARKING1.WORK SHALL CONSIST OF INSTALLATION OF PARKING LOT STRIPING, DIRECTIONAL ARROWS, AND ACCESSIBLE SYMBOLS.2.ALL ITEMS SHALL INCLUDE ALL NECESSARY MATERIALS AND LABOR TO COMPLETE THE ITEM IN PLACE.3.PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH SECTION 646 OF WISDOT STANDARD SPECIFICATIONS AND WISDOT APPROVEDPRODUCTS LIST. COLOR SHALL BE WHITE UNLESS NOTED OTHERWISE ON THIS PLAN. MARKINGS SEPARATING OPPOSING TRAFFIC SHALL BEYELLOW.4.ALL PARKING LOT STRIPING SHALL BE 4-INCH WIDTH UNLESS NOTED OTHERWISE ON THIS PLAN.5.BARRICADE WORK AREA DURING INSTALLATION AND UNTIL PAVEMENT MARKING IS DRIED. PROTECT ADJACENT AREAS FROM RECEIVING PAINTOR EPOXY.6.APPLY PAVEMENT MARKING IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS TO PRODUCE MARKINGS AS INDICATED WITH UNIFORM,STRAIGHT EDGES. TEMPLATES SHALL BE PROFESSIONALLY MADE TO INDUSTRY STANDARDS.7.APPLY PAVEMENT MARKING TO CLEAN AND DRY SURFACE, FREE FROM FROST, TO ENSURE PROPER BONDING.8.NOTIFY OWNER OF ANY UNSOUND CONDITIONS PRIOR TO COMMENCING WORK. APPLYING PAVEMENT MARKING CONSTITUTESCONTRACTOR'S ACCEPTANCE OF SURFACE AS SUITABLE FOR INSTALLATION.32 32 00 - RETAINING WALLS1.WORK SHALL CONSIST OF FURNISHING DETAILED DESIGN, MATERIALS, LABOR, EQUIPMENT, SUPERVISION, AND DIRECTION TO CONSTRUCTRETAINING WALL SYSTEMS IN REASONABLY CLOSE CONFORMITY TO THE LINES, GRADES, AND DIMENSIONS SHOWN ON THIS PLAN. RETAININGWALLS SHOWN ON THIS PLAN ARE FOR GENERAL LOCATION AND MATERIAL REFERENCE ONLY.2.ALL ITEMS SHALL INCLUDE ALL NECESSARY MATERIALS AND LABOR TO COMPLETE THE ITEM IN PLACE.3.THE CONTRACTOR SHALL PROCURE DETAILED DESIGN CALCULATIONS AND DRAWINGS, PREPARED AND SEALED BY A PROFESSIONAL ENGINEEREXPERIENCED WITH RETAINING WALL DESIGN AND LICENSED IN THE STATE IN WHICH THE RETAINING WALLS ARE TO BE CONSTRUCTED.4.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SURROUNDING STRUCTURES AND UTILITIES ARE PROTECTED FROM THE EFFECTSOF EXCAVATION AND PROVIDING ANY NECESSARY EXCAVATION SUPPORT.5.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT CONSTRUCTION ADJACENT TO THE RETAINING WALLS DOES NOT DISTURB OR PLACETEMPORARY LOADS ON THE RETAINING WALLS THAT EXCEED DESIGN LOADS. DIVISION 33 - UTILITIES12.CLEANOUTS AND RISER EXTENSIONS SHALL BE INSTALLED IN ACCORDANCE WITH SPS 382.35 FROM SEWER PIPES TO GROUND SURFACE.LIGHT DUTY LOADING CLASSIFICATION SHALL BE USED IN UNPAVED AREAS. MEDIUM DUTY LOADING CLASSIFICATION SHALL BE USED INPAVED FOOT TRAFFIC AREAS. HEAVY DUTY LOADING CLASSIFICATION SHALL BE USED IN PAVED VEHICULAR TRAFFIC AREAS. FRAMES ANDCOVERS SHALL BE SET FLUSH WITH SURFACE.13.TRACER WIRE SHALL BE GREEN AND INSTALLED IN ACCORDANCE WITH SECTION 2.11.2 OF SSSWCW ON ALL BURIED NON-METALLIC PUBLICSANITARY SEWER PIPE, PRIVATE SANITARY INTERCEPTOR PIPE, AND BUILDING SANITARY SERVICE PIPE. TRACER WIRE SHALL BE INSULATED,SINGLE-CONDUCTOR, 12 GAUGE SOLID COPPER OR COPPER COATED STEEL WIRE, SECURED AT LEAST EVERY 10 FEET AND AT ALL BENDS,WITH ACCESS POINTS AT LEAST EVERY 400 FEET.14.PROPOSED SANITARY SERVICES SHOWN ON THIS PLAN SHALL TERMINATE AT A POINT FIVE (5) FEET FROM THE EXTERIOR BUILDING WALL.15. THE CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS TO FINISHED SURFACE.16. AFTER INSTALLATION OF SANITARY SEWERAGE SYSTEM, CLEAN ALL DEBRIS FROM SYSTEM AND INSPECT FOR DAMAGE. CONDUCT TESTING OFINSTALLED PIPE IN ACCORDANCE WITH SSSWCW. REPAIR ANY DAMAGE AND REPLACE ANY PIPE NOT PASSING TESTING.33 40 00 - STORMWATER DRAINAGE1.WORK SHALL CONSIST OF INSTALLATION AND TESTING OF THE STORMWATER DRAINAGE SYSTEM AND ALL APPURTENANCES.2.ALL ITEMS SHALL INCLUDE ALL NECESSARY MATERIALS AND LABOR TO COMPLETE THE ITEM IN PLACE.3.ALL PUBLIC STORMWATER DRAINAGE WORK SHALL BE IN ACCORDANCE WITH WISCONSIN ADMINISTRATIVE CODE SPS 382, MUNICIPALITYDEVELOPMENT STANDARDS AND SSSWCW.4.ALL PRIVATE STORMWATER DRAINAGE WORK SHALL BE IN ACCORDANCE WITH WISCONSIN ADMINISTRATIVE CODE SPS 382 ANDMUNICIPALITY DEVELOPMENT STANDARDS.5.REINFORCED CONCRETE PIPE (RCP) AND END SECTIONS SHALL BE IN ACCORDANCE WITH SECTION 8.6.0 OF SSSWCW AND CONFORM TOASTM C76 WITH RUBBER GASKETED JOINTS CONFORMING TO ASTM C443. UNLESS NOTED OTHERWISE, 12-INCH DIAMETER PIPE SHALL BECLASS V, 15-INCH DIAMETER PIPE SHALL BE CLASS IV, AND 18-INCH DIAMETER PIPE AND LARGER SHALL BE CLASS III.6.CORRUGATED METAL PIPE (CMP) AND END SECTIONS SHALL BE 16 GAUGE CONFORMING TO ASTM A760.7.HIGH-DENSITY POLYETHYLENE (HDPE) PIPE SHALL BE ADS N12 WT IB PIPE CONFORMING TO ASTM F2648 WITH WATER TIGHT JOINTSCONFORMING TO ASTM D3212, GASKETS CONFORMING TO ASTM F477 AND FITTINGS CONFORMING TO ASTM F2306.8.POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS SHALL BE SDR 35 CONFORMING TO ASTM D3034 WITH PUSH-ON RUBBER GASKETED JOINTSCONFORMING TO ASTM D3212.9.MANHOLES SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH SECTION 8.39.0 OF SSSWCW AND CONFORM TO ASTM C478.SIZES SHALL BE AS INDICATED AND VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING.10.CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH SECTION 3.6.0 OF SSSWCW AND CONFORM TO ASTMC478. SIZES SHALL BE AS INDICATED AND VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING.11.INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH SECTION 3.6.0 OF SSSWCW AND CONFORM TO ASTM C913. SIZESSHALL BE AS INDICATED AND VERIFIED BY THE CONTRACTOR PRIOR TO ORDERING.12.AREA DRAINS SHALL BE ADS NYLOPLAST AS APPROVED BY THE WISCONSIN DEPARTMENT OF SAFETY AND PROFESSIONAL SERVICESPLUMBING PRODUCTS REGISTER.13.FRAMES AND GRATES SHALL BE AS INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FRAMES AND GRATES ARE COMPATIBLEWITH PRECAST STRUCTURES PRIOR TO ORDERING.14.TRENCH SECTION SHALL BE CLASS B IN ACCORDANCE WITH SECTION 3.2.6 OF SSSWCW. MAXIMUM ALLOWABLE TRENCH WIDTH SHALL BEOUTSIDE DIAMETER OF PIPE PLUS 20 INCHES.15.PIPE BEDDING AND COVER MATERIAL SHALL BE IN ACCORDANCE WITH SECTION 8.43.0 OF SSSWCW. MINIMUM COVER OVER PIPE SHALL BE12 INCHES.16.TRENCH BACKFILL MATERIAL SHALL BE MECHANICALLY COMPACTED GRANULAR BACKFILL IN ACCORDANCE WITH SECTION 8.43.4 OFSSSWCW BENEATH AND WITHIN 5 FEET OF PAVEMENT AREAS, AND SHALL BE SPOIL BACKFILL IN ACCORDANCE WITH SECTION 8.43.5 OFSSSWCW BENEATH GREENSPACE AREAS, UNLESS ALTERNATIVE COMPACTION IS RECOMMENDED IN THE GEOTECHNICAL REPORT OR BY THEGEOTECHNICAL ENGINEER DURING CONSTRUCTION, IN WHICH CASE THE CONTRACTOR IS TO FOLLOW THE RECOMMENDATIONS OF THEGEOTECHNICAL ENGINEER.17.CAUTION MUST BE FOLLOWED REGARDING THE COMPACTION OF ALL UTILITY TRENCHES. FLOODING OF BACKFILL MATERIAL IS NOTALLOWED.18.ALL CONNECTIONS TO EXISTING STORM SEWER PIPES AND STRUCTURES SHALL BE CORED CONNECTIONS, UNLESS NOTED OTHERWISE.19.FLEXIBLE COMPRESSION COUPLINGS SHALL BE USED IN THE CONNECTION OF DISSIMILAR PIPE MATERIALS.20.CLEANOUTS AND RISER EXTENSIONS SHALL BE INSTALLED IN ACCORDANCE WITH SPS 382.35 FROM SEWER PIPES TO GROUND SURFACE.LIGHT DUTY LOADING CLASSIFICATION SHALL BE USED IN UNPAVED AREAS. MEDIUM DUTY LOADING CLASSIFICATION SHALL BE USED INPAVED FOOT TRAFFIC AREAS. HEAVY DUTY LOADING CLASSIFICATION SHALL BE USED IN PAVED VEHICULAR TRAFFIC AREAS. FRAMES ANDCOVERS SHALL BE SET FLUSH WITH SURFACE.21.TRACER WIRE SHALL BE BROWN AND INSTALLED IN ACCORDANCE WITH SECTION 2.11.1 OF SSSWCW ON ALL BURIED NON-METALLIC PUBLICSTORM SEWER PIPE, PRIVATE STORM INTERCEPTOR PIPE, AND BUILDING STORM SERVICE PIPE. TRACER WIRE SHALL BE INSULATED,SINGLE-CONDUCTOR, 12 GAUGE SOLID COPPER OR COPPER COATED STEEL WIRE, SECURED AT LEAST EVERY 10 FEET AND AT ALL BENDS,WITH ACCESS POINTS AT LEAST EVERY 400 FEET.22.FIELD TILE ENCOUNTERED DURING CONSTRUCTION SHALL BE CONNECTED TO THE STORMWATER DRAINAGE SYSTEM. IF THIS CANNOT BEACCOMPLISHED, THEN IT SHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE AND MATERIAL. DOCUMENTATION OF SUCH FIELD TILE SHALLBE PROVIDED TO THE OWNER.23.PROPOSED STORM SERVICES SHOWN ON THIS PLAN SHALL TERMINATE AT A POINT FIVE (5) FEET FROM THE EXTERIOR BUILDING WALL.CONNECTIONS TO DOWNSPOUTS SHALL BE PER DETAILS ON THE BUILDING PLUMBING PLANS. THE EXACT LOCATION OF DOWNSPOUTSSHALL BE PER THE ARCHITECTURAL PLANS.24.THE CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS AND INLETS TO FINISHED SURFACE.25.AFTER INSTALLATION OF STORMWATER DRAINAGE SYSTEM, CLEAN ALL DEBRIS FROM SYSTEM AND INSPECT FOR DAMAGE. REPAIR ANYDAMAGE. N.T.S. P:\3260076\Dwg\Sheets\3260076-DT01.dwg, SPECIFICATIONS, 6/15/2026 12:45:55 PM, maf2 Page 23 of 32 RESTAURANT2,211 SF RETAIL2,274 SF DO NOT ENTER APPROXIMATENO CHANGE AREADOC. 10033476 APPROXIMATENO BUILD AREADOC. 10033476 DRIVE THRUENTRY N. PORT WASHINGTON ROAD 686 686 686686 686 686 686 687 688 685 686 687 FFE: 687.00 FFE: 687.00 687 SS STOSTO W W W WW S S S S SSS S S SS S S S STO W W W W W W W STO LAWN LAWN LAWNLAWN PLANT BEDEDGE (TYP) 11" HONEYLOCUSTTO REMAIN 7" CRABAPPLETO REMAIN9" CRABAPPLETO REMAIN (24) SJ (3) BBH(18) LSC (6) PV3 (10) GLS (5) BBH (18) CA4(3) HL (15) PV2(6) H4 (1) SHL (12) H4(3) HL(12) SJ LIMITS OF DISTURBANCE 1 12" MISSISSIPPISTONE MULCH, 3"DEPTH OVER FABRIC (9) VR2 (12) VR2 (3) VR2 LAWN (3) QL (10) PV3 1 12" MISSISSIPPISTONE MULCH, 3"DEPTH OVER FABRIC LAWN CODEQTYCOMMON NAMEBOTANICAL NAMEINSTALLED SIZEROOTSPACINGMATURE SIZE SHADE TREESSHL1Shademaster LocustGleditsia triacanthos inermis `Shademaster`2 1/2" CALB&BSpacing as shown50` x 35` QL3Regal Prince® OakQuercus robur x bicolor 'Long'2 1/2" CALCONTSpacing as shown45` x 18` DECIDUOUS SHRUBSLSC18Low Scape® Mound ChokeberryAronia melanocarpa `UCONNAM165`15" HTCONTSpacing as shown1.5` x 2.5` VR224Kodiak® Black HoneysuckleDiervilla rivularis 'SMNDRSF'18" HTCONTSpacing as shown3` x 4` BBH8BoBo® HydrangeaHydrangea paniculata `ILVOBO``18" HTCONTSpacing as shown3` x 3.5` HL9Little Quick Fire® HydrangeaHydrangea paniculata `SMHPLQF`18" HTCONTSpacing as shown4` x 4` GLS10Gro-Low Fragrant SumacRhus aromatica `Gro-Low`18" SPDCONTSpacing as shown2.5` x 6` ORNAMENTAL GRASSESCA418Karl Foerster Feather Reed GrassCalamagrostis x acutiflora `Karl Foerster`1 GALCONT24" Spacing5` x 2` PV215Cheyenne Sky Switch GrassPanicum virgatum `Cheyenne Sky`1 GALCONT18" Spacing2.5` x 1.5` PV322Heavy Metal Switch GrassPanicum virgatum `Heavy Metal`2 GALCONT30" Spacing5` x 2.5` SJ36Jazz Little BluestemSchizachyrium scoparium 'Jazz'1 GALCONT18" Spacing2` x 1.5` PERENNIALSH424Happy Returns DaylilyHemerocallis x `Happy Returns`1 GALPOT18" Spacing1.5` x 1.5` PLANT SCHEDULE SITE SITE LANDSCAPE PLAN Know what'sbelow.before you dig.Call R N GRAPHIC SCALEFeet 020 10 CONSULTANTS: SHEET TITLE: SHEETNUMBER DATEISSUED SETTYPE PROJECTNUMBER REVISIONS: SCALE NOT FOR CONSTRUCTIONTHESE DRAWINGS ARE RELEASED FORDESIGN DEVELOPMENT PURPOSESONLY. THEY ARE NOT TO BE USE FORREGULATORY APPROVAL, PERMIT, ORCONSTRUCTION PURPOSES . 507 S. 2ND STREET, STE 125MILWAUKEE WI, 53204414-239-8267 COPYRIGHT DAN BEYER ARCHITECTSC DRAWING SET06/15/2026 RIVERPOINT VILLAGE - MULTI-TENANT RETAILBUILDING8739 N PORT WASHINGTONFOX POINT, WI 53217 2603-005 raSmithPROJECT NUMBER 3260076 L100 GENERAL LANDSCAPE NOTES 1.Contractor responsible for contacting public and private underground utility locating service to have site marked prior to any digging or earthwork.2.Contractor to verify all plant quantities shown on plant list and verify with plan. Report any discrepancies immediately to general contractor.3.All plantings shall comply with standards as described in American Standard of Nursery Stock - ANSI Z60.1 (latest version). General contractor or owner's representativereserves the right to inspect and potentially reject any plants that are inferior, compromised, undersized, diseased, improperly transported, installed incorrectly ordamaged.4.Any potential plant substitutions must be submitted in writing to the general contractor and approved by the owner's representative or landscape architect prior to installation. All plants must be installed as per sizes and quantities shown on plant material schedule, unless approved by the owner's representative or landscape architect. Any potential changes to sizes shown on plan and appropriate cost credits / adjustments must be submitted in writing to the general contractor and approvedby the owner's representative or landscape architect prior to installation.5.The subsequent requirements regarding topsoil should be coordinated between the general contractor, grading contractor and landscape contractor.6.Subgrade areas shall be graded to within 1", more or less, of proposed subgrade. Deviations shall not be consistent in one direction.7.Topsoil shall be placed to meet proposed finished grade. Planting islands to be backfilled with clean topsoil free of debris (per note below) to a minimum depth of 18" bygeneral / grading contractor to insure long term plant health. All other landscaped areas to receive a minimum depth of 6" of clean topsoil (per note below).8.Topsoil shall be: screened existing stockpiled topsoil, existing in-place soil, or screened soil from an off-site source that will support plant growth, and meets the followingrequirements. Clean topsoil shall be free of rocks, coarse fragments, gravel, sticks, trash, roots, debris over 3/4" and any substances harmful to plant growth. It alsomust be free of plants or plant parts of any noxious weeds. Topsoil shall contain 3 to 5 percent decomposed organic matter and a pH between 5.5 and 7.0.9.Planting beds and parking lot islands: Landscape contractor is responsible for ensuring that unwanted material (gravel, debris, roots and other extraneous materialharmful to plant growth) has been removed from the topsoil and for the fine grading of all landscaped areas. The fine grading of planting beds and parking lot islands mayrequire additional topsoil to bring to finish grade, allowing for mulch depth. Crown all planting islands and planting beds not adjacent to buildings, a minimum of 6" toprovide proper drainage, unless otherwise specified. All other finished landscaped areas to be smooth, uniform and provide positive drainage away from structures andpavement.10.Seeded areas: to receive a settled minimum depth of 6'' of blended, prepared and non-compacted topsoil. Landscape contractor is responsible for excavation andremoval of unwanted material (gravel, debris, roots and other extraneous material harmful to plant growth) to the specified depth, supplementing with additional topsoil (ifnecessary) and the fine grading of all seeded areas.11.Tree planting (see planting detail): plant all trees slightly higher than finished grade at root flare. Remove excess soil from top of root ball, if needed. An auger is not anacceptable method of digging tree planting holes. Scarify side walls of tree pit prior to installation. Once tree has been placed into the hole, is at the correct depth andvertical alignment and will no longer be moved; brace root ball by tamping soil around the lower portion of the root ball. Remove and discard twine / rope, burlap andsupport wire from the sides of root ball. Backfill pit with 75% existing soil removed from excavation and 25% compost blended prior to backfilling holes, in six-inch lifts.Lightly tamp each lift using foot pressure or hand tools to settle backfill, support the tree and eliminate voids. Do not over compact or use mechanical or pneumatictamping equipment. Discard any gravel, heavy clay or stones. When hole has been backfilled to three-quarters of its depth, pour water around the root ball and allow tosoak into soil to settle the soil. Continue backfilling until soil is brought to grade level.Provide a 3'' deep, 4 ft. diameter shredded hardwood bark mulch ring around all trees in lawn areas, reduced to 1" deep on top of root ball. Keep mulch 3"- 5" away fromtrunk of tree. Trees that are installed incorrectly will be replaced at the time and expense of the landscape contractor. Trees too large for two people to lift in and out ofholes, shall be placed with sling. Do not rock the trees in holes to raise them.12.Shrub planting (see planting detail): all shrubs to be pocket planted with a mix of 75% existing soil removed from excavation and 25% compost, blended prior tobackfilling holes. When hole is two-thirds full, shrubs shall be watered thoroughly and water left to soak in before proceeding.13.Mulching: all tree and shrub planting beds to receive a 3'' deep layer of high-quality shredded hardwood bark mulch, except where stone mulch is indicated (notenviromulch or wood chips). Mulch shall be uniform in size, color, quality and overall appearance. Mulch shall be free of debris, large wood chunks, soil, rocks, weeds,invasive plant parts or seeds and any other material injurious to plant growth. All perennial and ornamental grass planting areas to receive a 2'' layer and groundcoverareas a 1-2'' layer of the same mulch. Do not mulch annual flower beds (if applicable). Do not allow mulch to contact plant stems and tree trunks.14.Edging: edge all planting beds with a 4'' deep spaded edge (shovel cut or mechanical). Bedlines are to be cut crisp, as per plan. A clean definition between lawn area andplant bed is required.15.Plant bed preparation: the soil in all perennial, ornamental grass, annual and groundcover areas shall be amended with compost prior to plant installation. Spread a 2”layer of compost (per note below) on top of clean topsoil and rototill to a depth of approximately 8”.16.Compost shall be stable, and weed-free organic matter. It shall be resistant to further decomposition and free of compounds, such as ammonia and organic acids, inconcentrations toxic to plant growth. The compost shall contain no pathogens or other chemical contaminants and meet the requirements of WisDNR S100 Compost Specification. 17.Lawn installation for all seeded turfgrass areas: remove / kill off any existing unwanted vegetation prior to seeding. Prepare the topsoil and seed bed by removing allsurface stones 1'' or larger and grading lawn areas to finish grade. Apply a starter fertilizer and specified seed, ensure good seed to soil contact, and provide mulchcovering suitable to germinate and establish turf. Provide seed and fertilizer mix information to general contractor prior to installation. Erosion control measures are to beused in swales and on steep grades, where applicable. Methods of installation may vary at the discretion of the landscape contractor on his/her responsibility to establishand guarantee a smooth, uniform, quality turf. If straw mulch is used as a mulch covering, a tackifier may be necessary to avoid wind damage. Marsh hay containing reedcanary grass is not acceptable as a mulch covering. An acceptable quality turf is defined as having no more than 5% of the total area with bare spots larger than 1/2 square foot and uniform coverage throughout all turfareas.18.Seed mix for lawn areas - use only a premium quality seed mix. Premium blend seed mix (or equivalent): 50% blended bluegrass, 25% creeping red fescue, 25%perennial rye applied at 5 lbs per 1,000 SF or at recommended rates from supplier. Provide seed specifications to general contractor prior to installation.19.Lawn installation for all sodded turfgrass areas: remove / kill off any existing unwanted vegetation prior to sodding. Prepare the topsoil and sod bed by removing allsurface stones 1'' or larger and grading lawn areas to finish grade, allowing for thickness of sod. Use only premium sod blend according to TPI (revised 1995) and ASPAstandards. Install sod uniformly with staggered joints, laid tightly end to end and side to side. Roll sod with a walk behind roller and water immediately upon installationto a 3'' depth. Stake any sod installed on steep slopes or in swales, etc. Landscape contractor is responsible to provide a smooth, uniform, healthy turf. Landscape contractor shall repair and re-sod any eroded, sunken or bare spots (larger than 12 square foot) until acceptance by owner.20.The landscape contractor is responsible for the watering and maintenance of all landscape areas at time of planting and throughout construction until the substantialcompletion of the installation and acceptance by the owner. This includes all trees, shrubs, evergreens, perennials, ornamental grasses, and seeded turf grass areas.Maintenance includes mowing, weeding, watering, mulching, edging, pruning, deadheading, raking leaves / debris, sweeping up grass clippings, fertilizing andmaintaining turf areas (including applying pre and post emergent herbicides), and any other needs that are required to keep the landscape healthy and well maintained.21.Substantial Completion of Landscape: after the landscape has been installed, the landscape contractor is responsible to conduct a final review with the owner'srepresentative and the general contractor to ensure that all plans and specifications have been met. After this review, the landscape will be considered to be installed insubstantial completion unless otherwise noted by the owner's representative and/or general contractor. Any items missing or incomplete, shall be corrected within 30days. The landscape contractor shall provide written watering and maintenance instructions for the new plantings and lawn to the owner.22.Warranty and replacements: All plants (trees, evergreens, shrubs, perennials, ornamental grasses and groundcovers) shall be warranted by the landscape contractor tobe in healthy and flourishing condition for a period of one year from the date of substantial completion. This assumes the owner performs required maintenance (i.e.regular watering) after substantial completion of the landscape. Only one replacement per plant will be required during the warranty period, except for losses orreplacements due to failure to comply with specified requirements. Replacements shall be plants of the same variety specified on the plan and closely match adjacentspecimens in size. The landscape contractor is responsible for keeping a documented record of which plants have been replaced during the warranty period.23.The landscape contractor shall provide a design / build irrigation construction plan to the owner and municipality (if required) that complies with State and local coderequirements for review and approval prior to construction. Irrigation plan to be coordinated with general contractor.·The Irrigation designer shall be certified by The Irrigation Association as a Commercial Irrigation Designer and have at least 5 years' experience designing irrigationsystems of similar size and scope. ·The Irrigation system shall be metered to meet the requirements of the State and local codes; be fully automatic utilizing a weather-based controller withrain/moisture sensors; zoned to water the turf with minimum over throw on hardscapes, buildings and other structures; coverage of all plant / turf areas withhead-to-head watering and be operational from a domestic water source provided by the owner.·Turf areas shall be irrigated with pop-up rotary heads and all shrub / perennial beds shall be irrigated with a drip system. ·Contractor may use the following approved manufacturers Hunter, Rainbird or Toro. Provide first year winterization and following spring startup. ·Landscape contractor shall provide a complete set of "As-Built" plans of the installed irrigation system to the owner in a reproducible format. Prune tree as needed-methods varydepending on species and time ofseasonWrap tree in fall if requiredPlant root flare 1" to 3" above finishgrade. Trees where the trunk flare is notvisible shall be rejected. Do not cover thetop of the root ball with soil.Cut / completely remove burlap, twineand wire cage from sides of root ball 3" layer of shredded hardwood mulchover loosened soil ring reduced to 1"of mulch on top of root ball. Keepmulch 3-5" away from trunk of tree.Dig hole 2-3x wider than dia. of root ball.Use shovel to roughen up sides of hole.Do not use auger to dig hole.Backfill with blended 75% clean nativesoil and 25% compost. Backfill in lifts,water in well and tamp lightly by hand toeliminate air pockets. Existing undisturbed subgrade DECIDUOUS TREE PLANTING DETAILNOT TO SCALE Finish grade 1 Container grownCarefully remove from plastic pot andscore roots 1'' deep with a sharp knife Balled & BurlappedRemove burlap and twine from top 1/3of root ball and score remaining 2/3 SHRUB PLANTING DETAILNOT TO SCALE Prune cut dead and broken branches -retain natural plant shape Do not bury any bottom branchesPlant at same depth as previous level Prune out anybrown branches Dig hole 2x widerthan dia. of root ball Planting mix(see specifications) Finished grade-mulch level 2 60° O.C. spacingvaries refer toplan & plant listO.C. spacingvaries refer toplan & plant list PLANTING LAYOUTNOT TO SCALE3P-PL-PLO-01 MulchLawn Top of mulch to be flush with turf 3" Bedlines are to be cut crisp as per plan. aclean definition between turf and plant bedis required. NOT TO SCALESHOVEL CUT PLANT BED EDGING DETAILP-PL-BDEG-01 4 1" = 10' P:\3260076\Dwg\Sheets\3260076-LSP01.dwg, L100, 6/15/2026 12:46:06 PM, maf2 Page 24 of 32 WORK AREA ARCHITECT: DAN BEYER ARCHITECTS 507 S. 2ND STREET, SUITE 125 MILWAUKEE, WI 53204 TEL. (414) 239-8267 DBA PROJECT # OWNER: MIDLAND MANAGEMENT LLC 555 W. BROWN DEER ROAD, SUITE 220 MILWAUKEE, WI 53127 CONSULTANTS: SHEET TITLE: SHEET NUMBER DATE ISSUED SET TYPE PROJECT NUMBER REVISIONS: SCALE VARIES NOT FOR CONSTRUCTION THESE DRAWINGS ARE RELEASED FOR DESIGN DEVELOPMENT PURPOSES ONLY. THEY ARE NOT TO BE USE FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION PURPOSES . 507 S. 2ND STREET, STE 125 MILWAUKEE WI, 53204 414-239-8267 CONTACT: DANIEL BEYER COPYRIGHT DAN BEYER ARCHITECT S C CIVIL ENGINEER AND LANDSCAPE ARCHITECT: RASMITH 16745 W. BLUEMOUND ROAD BROOKFIELD, WI 53005 TEL. (262) 781-1000 CONTACT: CHRISTOPHER WHITE SITE LIGHTING: KORNACKI AND ASSOCIATES INC. 5420 SOUTH WESTRIDGE DRIVE NEW BERLIN, WI 53151 TEL. (262) 784-3323 CONTACT: DAVID KORNACKI 07/06/2026 8739 N PORT WASHINGTON FOX POINT, WI 53217 RIVERPOINT VILLAGE - MULTI -TENANT RETAIL BUILDING PLAN COMMISSION 2603-005 PLAN COMMISSION 07/06/2026 T000 TITLE SHEET RIVERPOINT VILLAGE - MULTI -TENANT RETAIL BUILDING 8739 N PORT WASHINGTON FOX POINT, WI 53217 2603 -005 07/06/2026 ARCHITECTURAL A200 NEW WORK PLAN AND ROOF PLAN A400 EXTERIOR ELEVATIONS AND BUILDING SECTIONS A500 BUILDING SECTION AND EXTERIOR WALL SECTIONS SHEET INDEX T000 TITLE SHEET Scale: 1" = 50'-0" 1 SITE LOCATOR PLAN SITE LIGHTING E100 ELECTRICAL SITE PLAN E101 PHOTOMETRIC SITE PLAN E102 PROPERTY LINE PHOTOMETRIC SITE PLAN E200 SYMBOLS & NOTES FOR REFERENCE ONLY 3 SOUTHEAST AXON FOR REFERENCE ONLY 2 NORTHEAST AXON CIVIL SEE INDIVIDUAL SUBMITTAL LANDSCAPE SEE INDIVIDUAL SUBMITTAL Page 25 of 32 DO NOT ENTER DRIVE THRU ENTRY 2FB 2FB 2FB 2FB 2FB 2FB 2FB 2FB NEW WORK PLAN LEGEND EXISTING, TO REMAIN MASONRY PARTITION, SEE PARTITION TYPES FOR DETAILS METAL STUD PARTITION, SEE PARTITION TYPES FOR DETAI LS. 5 A400 6 A400 1 A500 1935 SF TENANT 01 101 2063 SF TENANT 02 102 A 1 1 B C D 2 5 6 1' - 5" 2' - 0" 3' - 8" 11" 31' - 8" 3' - 10" 4' - 0" 3' - 4" 4' - 8" 3' - 4" 16' - 8" 3' - 4" 11' - 6" 11" 24' - 2" 24' - 2" 3 73 SF LANDLORD 103 9' - 0" LINE OF CANOPY ABOVE LINE OF CANOPY ABOVE LINE OF CANOPY ABOVE 1' - 2 1/2" 1' - 7 1/2" 4' - 10 1/2" 15' - 8" 6' - 4" 6' - 0" 10 1/2" 1' - 7 1/2" 1' - 2 1/2" 3' - 7 1/2" 15' - 8" 2' - 2" 3' - 10" 15' - 9" 3' - 1" 11" 11" 17' - 9" 2' - 10" 6' - 11 1/2" 11" 1' - 10" 7' - 0" 2' - 0 1/2" 11" 7' - 7" 2' - 8" 6 1/2" 1' - 7 1/2" 1' - 2 1/2" 1 2 2 3 4 4 4 2 BASE TO BASE 28' - 5 1/2" BASE TO BASE 12' - 8 1/2" BASE TO BASE 13' - 7 1/2" 7' - 1" 37' - 0" 22' - 8" 22' - 8" E 11" 31' - 10" 11' - 8" 4' - 10" 11" 4 LINE OF CANOPY ABOVE 3 5 6 8' - 4" 8' - 0" 3 5 9' - 4" 10' - 0" 7 6' - 0" 8' - 0" 8 8 A400 3 28' - 5 1/2" 10' - 10 1/2" 13' - 4" TO BASE 7' - 1" BASE BASE TO BASE 84' - 2" A400 2 3 1/2" 3 1/2" 3 1/2" LINE OF CANOPY ABOVE A400 1 3 1/2" 3 1/2" BASE TO BASE 39' - 5" BASE TO BASE 45' - 0 1/2" BASE TO BASE 50' - 2" 4 4 4 A400 4 9' - 6" LINE OF CANOPY ABOVE 9 NEW WORK ROOF PLAN LEGEND OVERFLOW DRAIN DIRECTION OF DOWNWARD DRAINAGE FLOW INDICATES INSULATION THICKNESS ABOVE ROOF DECK +X ROOF DRAIN OVERFLOW SCUPPER. SEE DETAIL X/AXXX. RD TAPERED INSULATION OD A400 4 5 A400 6 A400 1 A500 A 1 1 B C D 2 2 5 63 24' - 2" 24' - 2" 7' - 1" 37' - 0" 22' - 8" 22' - 8" 1/4" / 1'-0" TAP INSUL. TAP INSUL. R1 R1 R2 R2 R2 R2 R3 E +6" 4 +6" SLOPED STRUCT 1/4" / 1'-0" 21' - 0" 40' - 8" 20' - 8" SLOPED STRUCT 1/4" / 1'-0" 1/4" / 1'-0" TAP INSUL. 1/4" / 1'-0" TAP INSUL. 1/4" / 1'-0" 24' - 2" 4' - 3 1/2" 10' - 10 1/2" 13' - 4" TAPERED INSUL 1/4" / 1'-0" EXTERIOR TO INTERIOR: - MEMBRANE ROOFING SYSTEM - TAPERED INSULATION PER PLAN, (HATCHED AREAS) - 6" BASE RIGID INSUL (R30C.I. MIN) - VAPOR BARRIER - WOOD SHEATHING, SEE STRUCT - STRUCTURAL FRAMING, SEE STRUCT R4 R4 R4 R1 R1 R6 R5 R5 A400 1 A400 2 A400 3 EXIT SIGN SUPPLY MECH DIFFUSER SEE MECHANICAL DRAWINGS MECH RETURN DIFFUSER SEE MECHANICAL DRAWINGS MECH EXHAUST SEE MECHANICAL DRAWINGS REFLECTED CEILING PLAN KEY GYPSUM WALL BOARD CEILING SEE ROOM FINISH SCHEDULE AND SPECIFICATIONS FOR MORE INFORMATION 2X2 ACOUSTICAL CEILING TILE SEE ROOM FINISH SCHEDULE AND SPECIFICATIONS FOR MORE INFORMATION EXPOSED CEILING SEE ROOM FINISH SCHEDULE C1 5 A400 6 A400 1 A500 A 1 1 B C D 2 5 5 63 E 4 17' - 9" 17' - 8" 7' - 4" 17' - 0" 12' - 4" ALUMINUM CANOPY 4' - 0" DRAIN LINE TO DOWNSPOUT ALUMINUM CANOPY DRAIN LINE TO DOWNSPOUT ALUMINUM CANOPY DRAIN LINE TO DOWNSPOUT DRAIN LINE TO DOWNSPOUT ALUMINUM CANOPY DRAIN LINE TO DOWNSPOUT ALUMINUM CANOPY DRAIN LINE TO DOWNSPOUT ALUMINUM CANOPY DRAIN LINE TO DOWNSPOUT 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 8' - 4" ALUMINUM CANOPY ON DOOR CENTER 5' - 10" 4' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 8" 8" 8" 8" 8" 8" 1' - 0" 1' - 0" C2 C2 CONSULTANTS: SHEET TITLE: SHEET NUMBER DATE ISSUED SET TYPE PROJECT NUMBER REVISIONS: SCALE VARIES NOT FOR CONSTRUCTION THESE DRAWINGS ARE RELEASED FOR DESIGN DEVELOPMENT PURPOSES ONLY. THEY ARE NOT TO BE USE FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION PURPOSES . 507 S. 2ND STREET, STE 125 MILWAUKEE WI, 53204 414-239-8267 COPYRIGHT DAN BEYER ARCHITECT S C PLAN COMMISSION 07/06/2026 A200 NEW WORK PLAN AND ROOF PLAN RIVERPOINT VILLAGE - MULTI -TENANT RETAIL BUILDING 8739 N PORT WASHINGTON FOX POINT, WI 53217 2603 -005 07/06/2026 GENERAL FLOOR PLAN NOTES TO CONTRACTOR 1. THIS DRAWING IS FURTHER SUPPORTED BY INFORMATION CONTAINED IN THE SPECIFICATIONS. 2. THE CIVIL AND STRUCTURAL DRAWINGS ARE SUPPLEMENTA RY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE INFORMATION CONTAINED IN ALL THE DRAWINGS BEFORE THE INSTALLATION OF ALL WORK. 3. DO NOT SCALE DRAWINGS. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 4. FINISH FLOOR ELEVATIONS ARE TO THE TOP OF THE FIN ISHED FLOOR MATERIAL UNLESS OTHERWISE NOTED. 5. CONTRACTORS SHALL JOINTLY PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACKING PLATES, WALL BLOCKING AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF CASEWORK, TOILET ACCESSORIES, PARTITIONS. MILLWORK, AND ALL WORK MOUNTED OR SUSPENDED BY ALL TRADES. 6. ALL MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PR OTECTION WORK IS DESIGN BUILD BY GENERAL CONTRACTOR. GC IS RESPONSIBLE FORCOORDINATING WORK OF ALL SUB CONTRACTORS. SEE PROJECT GENERAL CONDITIONS AND SPECIFICATIONS THAT ARE USED IN ASSOCIATION WITH THESE NOTES. NEW WORK PLAN KEY NOTES APPLY TO ALL NEW WORK DRAWINGS AND MAY NOT BE USED ON EVERY SHEET. NEW WORK PLAN KEYNOTES 1 METERS AND BUILDING EQUIPMENT LOCATED IN LANDLORD ROOM. 2 PROVIDE CONCRETE SLAB. 3 PROVIDE LOCKABLE, RECESSED, FROST FREE HOSE BIBB. 4 PROVIDE CONCRETE STOOP. 5 PROVIDE COVERED EXTERIOR GFCI ELECTRICAL OUTLET. 6 PROVIDE WALL MOUNTED LADDER TO ROOF HATCH, EAST PA RTITION. 7 4'-0" HIGH SCREEN WALL 8 3'-6" HIGH METAL GUARDRAIL 9 PROPOSED LOCATION OF ELECTRICAL SERVICE, GAS SERVI CE, AND WATER METER. Scale: 1/8" = 1'-0" 1 NEW WORK PLAN - LEVEL 01 X GENERAL ROOF PLAN NOTES TO CONTRACTOR 1. ROOFING CONTRACTOR TO PROVIDE FLASHINGS AND CRICK ETS AT ALL EXTERIOR EQUIPMENT PENETRATIONS AND SUPPORT POSTS, ETC. REFER TO MECHANICAL DRAWINGS FOR DETAILS AND EXTENTS. 2. ROOFING CONTRACTOR TO PROVIDE MAINTENANCE WALK-OF F PADS AT ALL EXTERIOR EQUIPMENT LOCATIONS. REFER TO MECHANICAL DRAWINGS FOR EXTENTS. SEE PROJECT GENERAL CONDITIONS AND SPECIFICATIONS THAT ARE USED IN ASSOCIATION WITH THESE NOTES. ROOF PLAN KEY NOTES APPLY TO ALL NEW WORK DRAWINGS AND MAY NOT BE USED ON EVERY SHEET. NEW WORK ROOF KEYNOTES R1 LINE OF OUTRIGGERS AT PARAPET, SEE STRUCTURAL. R2 ROOF TOP UNIT. GC TO COORDINATE SIZE AND LOCATIO N. PROVIDE CRICKETS AT EQUIPMENT AS REQUIRED FOR POSITIVE DRAINAGE. R3 STEEL ROOF HATCH AND LADDER. R4 OVERFLOW SCUPPER AND DOWNSPOUT. SEE CIVIL DRAWIN GS FOR TERMINATION. R5 EXHAUST FAN. GC TO COORDINATE SIZE AND LOCATION. PROVIDE CRICKETS AT EQUIPMENT AS REQUIRED FOR POSITIVE DRAINAGE. R6 ICE MACHINE CONDENSER. GC TO COORDINATE SIZE AND LOCATION. PROVIDE CRICKETS AT EQUIPMENT AS REQUIRED FOR POSITIVE DRAINAGE. RX Scale: 1/8" = 1'-0" 3 NEW WORK PLAN - ROOF GENERAL REFLECTED CEILING PLAN NOTES TO CONTRACTOR 1. THIS PLAN SHALL BE USED TO ESTABLISH THE LOCATION S OF THE MAJOR CEILING PENETRATIONS INCLUDING: LIGHTING, HVAC, ACCESS PANEL, SPRINKLERS, SPEAKERS, ETC. SEE M.E.P. DRAWINGS FOR MORE SPECIFIC INFORMATION REGARDING EACH DISCIPLINE. IF CONFLICTS ARE DISCOVERED REGARDING LOCATION OF CEILING PENETRATIONS, CONTACT ARCHITECT FOR FURTHER INFORMATION. 2. ALL DEVICES SHOWN IN CEILING TILE SHALL BE LOCATE D IN THE CENTER OF THAT TILE UNLESS OTHERWISE NOTED. 3. ALL DIMENSIONS TO CEILING FIXTURES ARE TO CENTER OF FIXTURE. SEE PROJECT GENERAL CONDITIONS AND SPECIFICATIONS THAT ARE USED IN ASSOCIATION WITH THESE NOTES. REFLECTED CEILING PLAN KEY NOTES APPLY TO ALL NEW WORK DRAWINGS AND MAY NOT BE USED ON EVERY SHEET. REFLECTED CEILING PLAN KEYNOTES C1 PROVIDE ROOF HATCH. C2 ROOF TOP UNIT. GC TO COORDINATE SIZE AND LOCATIO N. CX Scale: 1/8" = 1'-0" 2 REFLECTED CEILING PLAN - LEVEL 01 SCHEDULE IS GENERIC LIGHTING LAYOUT TO BE USED FOR DESIGN INTENT ONLY. ELECTRIC DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR DESIGNING THE LIGHTING WITH ADEQUATE LIGHT LEVELS, AND FIXTURES THAT ARE APPROVED BY OWNER. LIGHT FIXTURE SCHEDULE Page 26 of 32 LEVEL 01 ELEV: 100' - 0" LEVEL 01 ELEV: 100' - 0" T.O. HIGH PARAPET ELEV: 122' - 4" 5 A400 6 A400 T.O. LOW PARAPET ELEV: 119' - 0" T.O. LOW PARAPET ELEV: 119' - 0" ABCDE 19' - 0" 3' - 4" 19' - 0" 4" BRICK VENEER, COLOR 2 24"X8"X4" NOMINAL CAST STONE TRIM PRE-FINISHED ALUMINUM STOREFRONT SYSTEM 24"X8"X4" NOMINAL CAST STONE TRIM 24"X12"X5" NOMINAL CAST STONE BASE ALUMINUM CANOPY ALUMINUM CANOPY TENANT SIGNAGE, PROVIDE POWER. TYP. PRE-FINISHED ALUMINUM COPING SYSTEM PRE-FINISHED ALUMINUM COPING SYSTEM 3" NOMINAL CAST STONE WALL CAP 4" BRICK VENEER, COLOR 1 ALUMINUM CANOPY ALUMINUM CANOPY 14' - 4" 24"X12"X4" NOMINAL CAST STONE TRIM 3'-6" HIGH GUARDRAIL AT PATIO PRE-FINISHED ALUMINUM COPING SYSTEM 4" BRICK VENEER, COLOR 1 8" , TYP. TENANT SIGNAGE, PROVIDE POWER. TYP. LEVEL 01 ELEV: 100' - 0" LEVEL 01 ELEV: 100' - 0" T.O. HIGH PARAPET ELEV: 122' - 4" 1 A500 T.O. LOW PARAPET ELEV: 119' - 0" 1 2 63 4 19' - 0" 2' - 0" 20' - 4" PRE-FINISHED ALUMINUM STOREFRONT SYSTEM DRIVE-THRU WINDOW 4" BRICK VENEER, COLOR 1 24"X12"X5" NOMINAL CAST STONE BASE 3" NOMINAL CAST STONE WALL CAP PRE-FINISHED ALUMINUM COPING SYSTEM 4" BRICK VENEER, COLOR 2 PRE-FINISHED ALUMINUM COPING SYSTEM 24"X8"X4" NOMINAL CAST STONE TRIM 3" NOMINAL CAST STONE WALL CAP PRE-FINISHED ALUMINUM COPING SYSTEM 24"X12"X4" NOMINAL CAST STONE TRIM TENANT SIGNAGE, PROVIDE POWER. 3'-6" HIGH GUARDRAIL AT PATIO 4" BRICK VENEER, COLOR 1 4" BRICK VENEER, COLOR 1 ELEV: 120' - 4" T.O. PARAPET ALUMINUM CANOPY PRE-FINISHED ALUMINUM STOREFRONT SYSTEM 14' - 4" METAL PANEL INFILL LEVEL 01 ELEV: 100' - 0" LEVEL 01 ELEV: 100' - 0" T.O. HIGH PARAPET ELEV: 122' - 4" 5 A400 6 A400 T.O. LOW PARAPET ELEV: 119' - 0" T.O. LOW PARAPET ELEV: 119' - 0" A B C D E 3' - 4" 19' - 0" PRE-FINISHED ALUMINUM STOREFRONT SYSTEM 4" BRICK VENEER, COLOR 1 24"X12"X5" NOMINAL CAST STONE BASE PRE-FINISHED ALUMINUM SCUPPER AND DOWNSPOUT PRE-FINISHED ALUMINUM SCUPPER AND DOWNSPOUT PRE-FINISHED ALUMINUM COPING SYSTEM 24"X8"X4" NOMINAL CAST STONE TRIM 4" BRICK VENEER, COLOR 2 24"X12"X4" NOMINAL CAST STONE TRIM PRE-FINISHED ALUMINUM COPING SYSTEM ALUMINUM CANOPY 4'-0" HIGH SCREENING 5' - 1" 8" 12' - 8" 8" 6' - 0" 8" 12' - 8" 8" 6' - 0" 8" 12' - 8" 8" 6' - 0" 8" 12' - 8" 8" 5' - 1" TENANT SIGNAGE, PROVIDE POWER. LEVEL 01 ELEV: 100' - 0" LEVEL 01 ELEV: 100' - 0" T.O. HIGH PARAPET ELEV: 122' - 4" 1 A500 T.O. LOW PARAPET ELEV: 119' - 0" T.O. LOW PARAPET ELEV: 119' - 0" 125 19' - 0" 3' - 4" 19' - 0" 24"X12"X5" NOMINAL CAST STONE BASE 4" BRICK VENEER, COLOR 2 24"X8"X4" NOMINAL CAST STONE TRIM PRE-FINISHED ALUMINUM STOREFRONT SYSTEM ALUMINUM CANOPY PRE-FINISHED ALUMINUM COPING SYSTEM 4" BRICK VENEER, COLOR 1 4" BRICK VENEER, COLOR 1 24"X8"X4" NOMINAL CAST STONE TRIM 3" NOMINAL CAST STONE WALL CAP PRE-FINISHED ALUMINUM COPING SYSTEM 24"X12"X5" NOMINAL CAST STONE BASE 8" , TYP. 3'-6" HIGH GUARDRAIL AT PATIO 4'-0" HIGH SCREENING LEVEL 01 ELEV: 100' - 0" LEVEL 01 ELEV: 100' - 0" T.O. JOISTS AT HIGH ELEV: 115' - 0" T.O. HIGH PARAPET ELEV: 122' - 4" 1 A500 T.O. LOW PARAPET ELEV: 119' - 0" 1 2 6 T.O. JOISTS AT LOW ELEV: 114' - 0" SLOPED STRUCTURE A500 2 1/4" / 12" EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER EXTERIOR TO INTERIOR: - GRANULAR BASE, SEE STRUCT - VAPOR BARRIER - CONCRETE SLAB, SEE STRUCT EXTERIOR TO INTERIOR: - MEMBRANE ROOFING SYSTEM - TAPERED INSULATION PER PLAN, (HATCHED AREAS) - 6" BASE RIGID INSUL (R30C.I. MIN) - VAPOR BARRIER - WOOD SHEATHING, SEE STRUCT - STRUCTURAL FRAMING, SEE STRUCT EXTERIOR TO INTERIOR: - 2" RIGID INSULATION - FOUNDATION WALL, SEE STRUCTURAL EXTERIOR TO INTERIOR: - 2" RIGID INSULATION - FOUNDATION WALL, SEE STRUCTURAL 12' - 6" EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER PRE-FINISHED ALUMINUM COPING SYSTEM EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. WITH 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER PRE-FINISHED ALUMINUM STOREFRONT SYSTEM 24' - 2" 28' - 6" A500 4 4" BRICK VENEER, COLOR 1 24"X12"X5" NOMINAL CAST STONE BASE ALUMINUM CANOPY LEVEL 01 ELEV: 100' - 0" LEVEL 01 ELEV: 100' - 0" T.O. JOISTS AT HIGH ELEV: 115' - 0" 1 A500 T.O. LOW PARAPET ELEV: 119' - 0" T.O. LOW PARAPET ELEV: 119' - 0" 1 2 5 T.O. JOISTS AT LOW ELEV: 114' - 0" SLOPED STRUCTURE A500 3 A500 4 24' - 2" 24' - 2" EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER PRE-FINISHED ALUMINUM STOREFRONT SYSTEM EXTERIOR TO INTERIOR: - 2" RIGID INSULATION - FOUNDATION WALL, SEE STRUCTURAL EXTERIOR TO INTERIOR: - GRANULAR BASE, SEE STRUCT - VAPOR BARRIER - CONCRETE SLAB, SEE STRUCT EXTERIOR TO INTERIOR: - MEMBRANE ROOFING SYSTEM - TAPERED INSULATION PER PLAN, (HATCHED AREAS) - 6" BASE RIGID INSUL (R30C.I. MIN) - VAPOR BARRIER - WOOD SHEATHING, SEE STRUCT - STRUCTURAL FRAMING, SEE STRUCT EXTERIOR TO INTERIOR: - 2" RIGID INSULATION - FOUNDATION WALL, SEE STRUCTURAL 24"X8"X4" NOMINAL CAST STONE TRIM 1/4" / 12" PRE-FINISHED ALUMINUM COPING SYSTEM EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER 24"X12"X5" NOMINAL CAST STONE BASE 24"X8"X4" NOMINAL CAST STONE TRIM EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. WITH 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER ALUMINUM CANOPY CONSULTANTS: SHEET TITLE: SHEET NUMBER DATE ISSUED SET TYPE PROJECT NUMBER REVISIONS: SCALE VARIES NOT FOR CONSTRUCTION THESE DRAWINGS ARE RELEASED FOR DESIGN DEVELOPMENT PURPOSES ONLY. THEY ARE NOT TO BE USE FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION PURPOSES . 507 S. 2ND STREET, STE 125 MILWAUKEE WI, 53204 414-239-8267 COPYRIGHT DAN BEYER ARCHITECT S C PLAN COMMISSION 07/06/2026 A400 EXTERIOR ELEVATIONS AND BUILDING SECTIONS RIVERPOINT VILLAGE - MULTI -TENANT RETAIL BUILDING 8739 N PORT WASHINGTON FOX POINT, WI 53217 2603 -005 07/06/2026 Scale: 1/8" = 1'-0" 1 EAST ELEVATION Scale: 1/8" = 1'-0" 3 SOUTH ELEVATION Scale: 1/8" = 1'-0" 2 WEST ELEVATION Scale: 1/8" = 1'-0" 4 NORTH ELEVATION Scale: 1/4" = 1'-0" 5 E/W BUILDING SECTION AT SOUTH Scale: 1/4" = 1'-0" 6 E/W BUILDING SECTION AT NORTH Page 27 of 32 LEVEL 01 ELEV: 100' - 0" LEVEL 01 ELEV: 100' - 0" T.O. HIGH PARAPET ELEV: 122' - 4" 5 A400 6 A400 T.O. LOW PARAPET ELEV: 119' - 0" A B C D T.O. JOISTS AT LOW ELEV: 114' - 0" A500 5 E EXTERIOR TO INTERIOR: - GRANULAR BASE, SEE STRUCT - VAPOR BARRIER - CONCRETE SLAB, SEE STRUCT EXTERIOR TO INTERIOR: - MEMBRANE ROOFING SYSTEM - TAPERED INSULATION PER PLAN, (HATCHED AREAS) - 6" BASE RIGID INSUL (R30C.I. MIN) - VAPOR BARRIER - WOOD SHEATHING, SEE STRUCT - STRUCTURAL FRAMING, SEE STRUCT EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER PRE-FINISHED ALUMINUM STOREFRONT SYSTEM EXTERIOR TO INTERIOR: - 2" RIGID INSULATION - FOUNDATION WALL, SEE STRUCTURAL W6 2HR,A EXTERIOR TO INTERIOR: - 2" RIGID INSULATION - FOUNDATION WALL, SEE STRUCTURAL PRE-FINISHED ALUMINUM STOREFRONT SYSTEM EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. WITH 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER A500 3 SIM ALUMINUM CANOPY 24"X8"X4" NOMINAL CAST STONE TRIM 24"X12"X5" NOMINAL CAST STONE BASE 24"X8"X4" NOMINAL CAST STONE TRIM EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X4 WOOD STUDS 16"O.C. WITH 3 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER PRE-FINISHED ALUMINUM COPING SYSTEM ALUMINUM CANOPY PRE-FINISHED ALUMINUM COPING SYSTEM EXTERIOR TO INTERIOR: - MEMBRANE ROOFING SYSTEM - TAPERED INSULATION PER PLAN, (HATCHED AREAS) - 6" BASE RIGID INSUL (R30C.I. MIN) - VAPOR BARRIER - WOOD SHEATHING, SEE STRUCT - STRUCTURAL FRAMING, SEE STRUCT - 1" RIGID INSULATION (R3.8C.I.MIN) - 3/4" PLYWOOD - MEMBRANE ROOFING SYSTEM LEVEL 01 ELEV: 100' - 0" T.O. JOISTS AT HIGH ELEV: 115' - 0" T.O. HIGH PARAPET ELEV: 122' - 4" 6 EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER EXTERIOR TO INTERIOR: - 2" RIGID INSULATION - FOUNDATION WALL, SEE STRUCTURAL PRE-FINISHED ALUMINUM STOREFRONT SYSTEM 4" BRICK VENEER, COLOR 1 24"X12"X5" NOMINAL CAST STONE BASE ALUMINUM CANOPY PRE-FINISHED ALUMINUM COPING SYSTEM JAMB RETURN, TYP. JAMB RETURN, TYP. 8" 11' - 0" EXTERIOR TO INTERIOR: - MEMBRANE ROOFING SYSTEM - TAPERED INSULATION PER PLAN, (HATCHED AREAS) - 6" BASE RIGID INSUL (R30C.I. MIN) - VAPOR BARRIER - WOOD SHEATHING, SEE STRUCT - STRUCTURAL FRAMING, SEE STRUCT EXTERIOR TO INTERIOR: - GRANULAR BASE, SEE STRUCT - VAPOR BARRIER - CONCRETE SLAB, SEE STRUCT 4' - 0" EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER - 1" RIGID INSULATION (R3.8C.I.MIN) - 3/4" PLYWOOD - MEMBRANE ROOFING SYSTEM 10" 1' - 0" OUTRIGGERS, SEE STRUCTURAL LEVEL 01 ELEV: 100' - 0" T.O. JOISTS AT HIGH ELEV: 115' - 0" T.O. LOW PARAPET ELEV: 119' - 0" 5 EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER PRE-FINISHED ALUMINUM STOREFRONT SYSTEM EXTERIOR TO INTERIOR: - 2" RIGID INSULATION - FOUNDATION WALL, SEE STRUCTURAL ALUMINUM CANOPY EXTERIOR TO INTERIOR: - 4" NOMINAL CAST STONE VENEER - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. WITH 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER 8" 8" 10' - 4" 10" 24"X8"X4" NOMINAL CAST STONE TRIM JAMB RETURN, TYP. 24"X12"X5" NOMINAL CAST STONE BASE TYP. 2' - 0" TYP. 1' - 0" JAMB RETURN, TYP. EXTERIOR TO INTERIOR: - MEMBRANE ROOFING SYSTEM - TAPERED INSULATION PER PLAN, (HATCHED AREAS) - 6" BASE RIGID INSUL (R30C.I. MIN) - VAPOR BARRIER - WOOD SHEATHING, SEE STRUCT - STRUCTURAL FRAMING, SEE STRUCT EXTERIOR TO INTERIOR: - GRANULAR BASE, SEE STRUCT - VAPOR BARRIER - CONCRETE SLAB, SEE STRUCT 1' - 0" OUTRIGGERS, SEE STRUCTURAL 4' - 0" PRE-FINISHED ALUMINUM COPING SYSTEM LEVEL 01 ELEV: 100' - 0" T.O. LOW PARAPET ELEV: 119' - 0" 1 T.O. JOISTS AT LOW ELEV: 114' - 0" EXTERIOR TO INTERIOR: - 2" RIGID INSULATION - FOUNDATION WALL, SEE STRUCTURAL 1' - 0" EXTERIOR TO INTERIOR: - MEMBRANE ROOFING SYSTEM - TAPERED INSULATION PER PLAN, (HATCHED AREAS) - 6" BASE RIGID INSUL (R30C.I. MIN) - VAPOR BARRIER - WOOD SHEATHING, SEE STRUCT - STRUCTURAL FRAMING, SEE STRUCT OUTRIGGERS, SEE STRUCTURAL EXTERIOR TO INTERIOR: - GRANULAR BASE, SEE STRUCT - VAPOR BARRIER - CONCRETE SLAB, SEE STRUCT - 1" RIGID INSULATION (R3.8C.I.MIN) - 3/4" PLYWOOD - MEMBRANE ROOFING SYSTEM EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER 10" PRE-FINISHED ALUMINUM COPING SYSTEM EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. WITH 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER 1' - 0" LEVEL 01 ELEV: 100' - 0" T.O. HIGH PARAPET ELEV: 122' - 4" D E 1' - 0" DRIVE-THRU WINDOW WITH AIR CURTAIN 6' - 0" 3' - 0" EXTERIOR TO INTERIOR: - 2" RIGID INSULATION - FOUNDATION WALL, SEE STRUCTURAL PRE-FINISHED ALUMINUM STOREFRONT SYSTEM EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. WITH 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X6 WOOD STUDS 16"O.C. W/ 5 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER EXTERIOR TO INTERIOR: - 4" NOMINAL BRICK - 2" AIR SPACE - 1" RIGID INSULATION (R3.8C.I.MIN) IN VERT 'Z' STRIP FURRING 16"O.C. - WEATHER BARRIER - 5/8" DENSE GLASS SHEATHING - 2X4 WOOD STUDS 16"O.C. WITH 3 1/2" BATT INSULATION (R20MIN) - VAPOR BARRIER PRE-FINISHED ALUMINUM COPING SYSTEM ALUMINUM CANOPY PRE-FINISHED ALUMINUM COPING SYSTEM - 1" RIGID INSULATION (R3.8C.I.MIN) - 3/4" PLYWOOD - MEMBRANE ROOFING SYSTEM EXTERIOR TO INTERIOR: - MEMBRANE ROOFING SYSTEM - TAPERED INSULATION PER PLAN, (HATCHED AREAS) - 6" BASE RIGID INSUL (R30C.I. MIN) - VAPOR BARRIER - WOOD SHEATHING, SEE STRUCT - STRUCTURAL FRAMING, SEE STRUCT EXTERIOR TO INTERIOR: - MEMBRANE ROOFING SYSTEM - TAPERED INSULATION PER PLAN, (HATCHED AREAS) - 6" BASE RIGID INSUL (R30C.I. MIN) - VAPOR BARRIER - WOOD SHEATHING, SEE STRUCT - STRUCTURAL FRAMING, SEE STRUCT 10" 8" 2" 11' - 0" 6' - 0" 14' - 4" 4' - 0" OUTRIGGERS, SEE STRUCTURAL 1' - 0" CONSULTANTS: SHEET TITLE: SHEET NUMBER DATE ISSUED SET TYPE PROJECT NUMBER REVISIONS: SCALE VARIES NOT FOR CONSTRUCTION THESE DRAWINGS ARE RELEASED FOR DESIGN DEVELOPMENT PURPOSES ONLY. THEY ARE NOT TO BE USE FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION PURPOSES . 507 S. 2ND STREET, STE 125 MILWAUKEE WI, 53204 414-239-8267 COPYRIGHT DAN BEYER ARCHITECT S C PLAN COMMISSION 07/06/2026 A500 BUILDING SECTION AND EXTERIOR WALL SECTIONS RIVERPOINT VILLAGE - MULTI -TENANT RETAIL BUILDING 8739 N PORT WASHINGTON FOX POINT, WI 53217 2603 -005 07/06/2026 Scale: 1/4" = 1'-0" 1 N/S BUILDING SECTION Scale: 3/8" = 1'-0" 2 SECTION AT STOREFRONT - HIGH Scale: 3/8" = 1'-0" 3 SECTION AT ALUMINUM CANOPY Scale: 3/8" = 1'-0" 4 SECTION AT BRICK - LOW Scale: 3/8" = 1'-0" 5 SECTION AT DRIVE-THRU WINDOW Page 28 of 32 STOSTO STOSTO STO STO STO W W W S S S S S S S S S S S S S S S S S S S S S SSS SSSS W W W W W W W W W W W WW W W SS RESTAURANT2,211 SF RETAIL2,274 SF DO NOT ENTER DRIVE THRUENTRY N. PORT WASHINGTON ROAD STO STO STO STO STO STO STO STO STO STO STO STO STO STO WW S S S S S S S S S G ST V688.12 EX EX EREX E E E E SEE NOTE #1 E E E E E E EEE EXNOTE #2 EXEX NOTE #2 EX NOTE #2 ER EXREXR NOTE #3NOTE #2EX EXEXNOTE #2 COPYRIGHT 2022 DAN BEYER ARCHITECTSC SHEET TITLE: SHEETNUMBER DATEISSUED SETTYPE PROJECTNUMBER REVISIONS: SCALEAS NOTED 225 E ST. PAUL AVE, STE 303MILWAUKEE WI, 53202414-239-8267 PLAN COMMISSIONSUBMITTAL06/19/2026 2603-005 (26101) Date: 06/19/26 Corporation Registration #33120-6-1K10672RIVERPOINT VILLAGE - MULTI-TENANT RETAILBUILDING8739 N PORT WASHINGTONFOX POINT, WI 53217 CONSULTANTS: E100 ELECTRICAL SITE PLAN ELECTRICAL SITE PLANSCALE: 1/16"=1'-0" NOTES:1.2 #8 THWN & 1 #8 GND. IN 3/4" C. TO LIGHTING PANEL VIA PHOTOCELL-ON,TIMECLOCK-OFF. PER CITY CODE THE LIGHTS ARE TO BE TURNED OFF WHENTHE LAST PERSON LEAVES THE BUILDING.2.POLE & LUMINAIRES, AND WIRING ARE EXISTING TO REMAIN. PROVIDE NEWCONTROLS AS REQUIRED BY TENANT/CITY.3.EXTEND EXISTING WIRING AS REQUIRED TO NEW LOCATION. Page 29 of 32 STOSTO STOSTO STO STO STO W W W S S S S S S S S S S S S S S S S S S S S S SSS SSSS W W W W W W W W W W W WW W W SS RESTAURANT2,211 SF RETAIL2,274 SF DO NOT ENTER DRIVE THRUENTRY N. PORT WASHINGTON ROAD STO STO STO STO STO STO STO STO STO STO STO STO STO STO WW S S S S S S S S S G ST V688.12 EX EX EREX E E E E E E E E E E EEE EX EXEX EX EREX EXEX 0.010.010.010.010.020.020.030.030.040.040.040.040.040.040.040.040.050.050.050.050.050.050.050.050.050.050.050.050.050.040.040.040.030.030.030.030.030.020.020.020.020.010.010.010.010.010.010.010.010.010.010.010.01 0.010.010.020.020.020.030.030.040.050.050.050.050.050.050.050.050.050.060.060.060.060.060.060.070.070.060.060.060.060.050.050.040.040.040.040.030.030.030.030.020.020.020.010.010.010.010.010.010.010.010.010.010.01 0.010.010.020.020.030.030.040.050.060.060.060.060.060.060.060.070.070.070.070.070.070.080.080.080.080.080.080.070.070.060.060.050.050.050.040.040.040.030.030.030.020.020.020.020.010.010.010.010.010.010.010.010.01 0.010.020.020.030.030.040.050.060.070.080.080.080.080.080.080.080.080.080.080.090.090.090.090.100.100.100.090.090.080.070.070.060.060.060.050.050.040.040.040.030.030.020.020.020.020.020.010.010.010.010.010.010.01 0.020.020.020.030.040.050.060.080.090.090.100.100.100.100.100.100.100.100.100.110.110.110.120.120.120.120.110.110.100.090.080.080.070.060.060.050.050.050.040.040.030.030.020.020.020.020.020.010.010.010.010.010.01 0.020.020.030.040.050.060.080.100.110.120.120.120.120.120.120.120.120.120.120.130.130.140.140.150.150.150.140.130.120.110.100.090.090.080.070.060.060.060.050.050.040.030.030.020.020.020.020.020.010.010.010.010.01 0.020.020.030.040.060.080.100.130.140.150.150.150.150.150.150.140.140.150.150.160.170.170.180.190.190.190.180.170.160.140.130.120.100.090.080.080.080.070.070.060.050.040.030.030.020.020.020.020.020.010.010.010.01 0.030.030.030.050.070.100.130.160.180.190.200.200.190.190.180.180.180.180.180.190.200.220.230.240.250.250.240.220.200.180.160.140.120.110.110.100.100.090.080.070.060.050.040.030.030.020.020.020.020.020.010.010.01 0.030.030.040.060.090.120.160.200.240.250.250.250.250.240.240.230.220.220.220.230.250.280.300.330.340.350.330.300.270.230.200.170.160.150.140.130.120.110.100.090.070.060.050.040.030.020.020.020.020.020.020.010.01 0.040.040.040.070.110.150.200.260.300.320.330.330.330.320.310.290.280.280.280.290.320.360.420.480.520.530.500.440.370.300.260.220.210.190.180.160.150.140.120.110.090.070.050.040.030.030.030.030.020.020.020.020.01 0.040.050.050.080.130.190.260.330.390.410.430.440.440.430.410.380.360.350.350.360.400.490.610.730.840.850.780.660.510.410.340.310.280.250.220.200.190.170.150.130.110.080.070.060.050.040.040.030.030.030.020.020.02 0.050.060.060.080.160.240.330.420.500.540.570.590.590.570.540.510.480.450.430.440.500.630.841.071.261.301.160.920.690.550.470.420.360.320.290.270.240.220.190.170.150.120.100.080.060.050.040.040.030.030.020.020.02 0.060.070.080.090.190.300.420.530.630.710.770.790.790.770.720.670.620.570.550.560.630.791.081.451.741.801.621.260.960.760.630.540.460.450.420.370.320.300.290.260.220.170.140.110.080.070.060.050.040.040.030.030.02 0.070.080.100.120.220.380.540.680.810.941.041.081.081.010.940.870.770.700.680.700.801.011.361.792.162.232.001.641.301.030.880.770.780.730.640.600.550.500.450.380.310.240.180.140.100.090.070.060.050.050.040.030.03 0.080.100.120.160.260.480.700.871.041.201.331.401.421.321.221.121.000.870.800.871.001.261.662.102.522.752.631.821.561.741.591.481.341.231.100.970.850.740.630.520.420.320.250.180.130.110.100.080.070.050.050.040.03 0.100.120.150.220.320.620.911.151.371.581.741.841.821.711.581.431.321.271.281.371.561.961.972.533.984.403.313.023.433.032.702.382.101.851.601.361.150.980.830.680.540.410.310.210.170.140.110.090.080.060.050.040.04 0.120.150.190.270.430.781.181.521.822.082.262.382.352.272.101.971.871.821.912.172.593.173.975.015.576.736.616.025.234.523.883.312.892.492.101.751.471.251.050.860.680.510.370.250.200.160.130.100.080.070.060.050.04 0.150.190.240.310.560.971.501.972.392.712.902.962.932.802.622.462.372.392.562.943.594.465.586.928.158.738.537.706.595.604.784.133.653.152.642.211.871.581.301.030.800.590.410.270.220.170.140.110.090.070.060.050.04 0.180.240.320.390.671.191.862.503.053.403.543.483.413.172.962.792.712.853.143.584.255.166.097.127.948.277.977.126.225.535.014.584.203.733.202.732.321.941.571.230.950.680.440.300.240.190.150.120.100.080.060.050.04 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0.600.871.201.551.941.764.987.027.306.185.124.404.123.973.663.383.313.333.403.273.133.013.053.153.273.363.383.393.423.513.714.044.454.774.894.714.524.153.572.852.091.340.800.510.410.300.230.180.150.120.100.080.07 0.711.081.531.972.353.755.158.148.266.885.484.584.244.103.683.323.183.133.052.942.742.612.652.712.752.782.782.852.963.133.383.734.114.484.724.774.754.554.083.312.431.550.830.600.470.340.260.200.170.140.110.090.08 0.771.201.712.192.584.106.358.698.767.335.774.734.344.153.683.243.042.882.792.612.392.342.352.402.412.462.482.552.752.963.223.563.894.214.474.664.834.914.683.922.851.770.990.720.540.400.300.240.190.150.120.100.08 0.741.151.632.092.483.953.788.498.617.205.734.764.404.203.703.232.962.782.572.292.262.282.352.462.542.622.692.752.973.133.333.663.924.194.404.624.965.355.474.703.342.041.200.890.660.490.370.280.210.170.140.110.09 0.650.971.341.722.162.725.447.627.896.705.544.794.494.303.773.343.062.862.422.302.422.592.853.153.433.663.803.843.984.034.034.254.384.534.534.695.185.856.365.653.951.931.511.150.850.650.480.340.250.190.150.120.10 0.540.750.991.311.762.314.626.496.976.215.424.914.744.584.153.873.623.292.922.893.163.574.255.025.926.526.896.966.786.455.925.835.545.284.934.965.556.497.466.824.741.701.891.521.160.850.590.390.280.210.160.130.10 0.430.560.751.001.412.473.975.526.145.885.475.195.175.315.205.305.254.574.354.414.875.807.178.7310.4011.6112.2412.4111.9210.809.148.857.676.545.625.405.987.238.467.914.893.522.271.931.481.040.680.440.300.220.170.140.11 0.340.450.600.801.162.173.484.755.535.685.625.645.916.497.047.917.567.186.656.767.689.2811.3313.7315.9117.8318.9218.6118.2816.0013.0013.0810.958.216.445.826.407.779.028.526.033.892.502.161.661.160.740.460.310.230.180.140.11 0.300.390.520.690.981.973.124.185.045.555.846.186.868.159.3410.3611.0410.499.219.2810.8412.4114.1015.4612.8316.0517.6217.6917.6815.4312.4815.7613.449.837.256.166.527.748.938.383.643.782.432.091.601.120.720.460.310.230.180.140.11 0.280.360.470.610.991.832.883.874.775.526.206.867.889.139.4610.3010.9310.208.497.989.239.648.67 11.0112.5210.007.656.296.327.188.197.555.242.602.111.731.330.950.640.420.300.220.170.130.11 0.280.370.440.550.991.752.753.684.555.366.177.188.218.65 11.9014.0611.748.956.956.386.707.236.434.452.211.741.321.000.750.540.370.270.200.160.130.10 0.270.360.450.570.961.702.723.674.575.486.508.0710.2511.98 9.7614.9613.7410.477.816.586.356.345.443.842.371.391.010.740.560.430.320.240.190.150.120.10 0.280.370.480.640.921.742.783.774.755.706.898.8011.7414.02 6.2614.7716.1812.148.646.836.115.654.723.412.091.160.810.610.460.350.270.210.170.140.110.10 0.300.390.530.700.971.892.964.065.055.907.018.9712.0914.44 11.1517.1613.279.337.005.855.114.183.071.920.970.700.530.400.310.240.200.160.130.110.09 0.350.450.600.801.152.033.364.685.646.237.058.7411.5913.85 15.7917.6113.369.407.055.884.883.892.871.810.950.640.490.370.280.220.180.150.130.110.09 0.430.560.730.991.382.313.805.476.476.567.038.5611.0013.030.00 7.9016.8916.7512.438.917.045.744.733.772.791.751.000.590.460.370.280.210.170.150.130.110.09 0.530.740.981.301.732.184.416.447.517.297.108.4011.1113.520.00 11.0015.9714.2910.958.676.825.694.703.752.791.761.020.590.460.370.280.210.170.150.130.110.09 0.620.931.301.712.102.575.167.538.547.867.688.3611.2213.9111.43 10.6414.1311.9610.177.986.735.784.853.882.861.800.990.630.490.380.280.220.180.150.130.110.09 0.691.091.572.072.423.634.488.389.278.417.848.7511.4813.2410.85 8.9111.0610.638.707.266.465.865.114.143.061.930.980.700.530.400.310.240.190.160.130.110.09 0.711.131.642.162.503.835.958.559.418.487.658.0610.0312.358.87 5.929.148.427.716.806.366.095.644.683.392.101.150.800.610.460.350.270.210.170.130.110.09 0.671.021.471.952.303.513.667.998.897.987.207.408.6710.4110.819.9012.8813.7513.1311.189.9411.6813.4013.7512.8610.6310.4812.4313.4613.2911.3710.318.767.676.846.406.286.386.335.393.822.351.370.980.730.550.420.310.230.180.150.120.09 0.580.841.161.541.912.324.716.907.847.126.536.497.158.098.889.0911.3012.1411.6110.359.7710.6111.7512.0611.259.959.7610.6611.4411.2110.268.957.656.886.316.086.246.737.146.294.392.211.691.260.940.720.520.370.270.200.160.120.10 0.470.640.841.141.501.903.915.696.636.315.865.746.036.487.067.368.318.858.608.138.028.318.869.078.628.127.908.058.398.537.927.396.716.295.885.856.327.218.137.385.132.592.081.651.260.920.630.420.290.210.170.130.10 0.360.480.640.871.171.953.264.685.585.585.325.215.245.445.725.876.436.746.746.746.877.217.647.907.667.206.836.626.556.676.446.185.985.805.565.706.467.758.938.323.893.752.422.051.571.100.710.460.280.230.170.130.11 0.290.380.510.680.931.642.723.814.604.874.844.754.714.754.824.925.315.515.806.166.637.247.958.328.107.406.716.185.925.665.495.345.325.375.245.506.487.959.218.685.913.992.582.221.701.180.750.470.310.230.170.130.10 0.230.310.430.550.731.402.243.083.804.244.404.354.334.254.264.254.504.715.195.896.737.828.759.178.928.076.986.155.465.004.774.654.764.914.885.176.107.538.808.273.603.732.412.061.581.100.710.450.300.220.170.130.10 0.190.260.350.430.651.141.832.503.123.603.833.883.933.853.793.713.733.864.274.915.776.897.898.378.117.186.075.204.594.194.024.014.204.444.504.805.566.707.817.205.002.482.031.661.260.910.620.410.280.210.160.120.10 0.160.210.270.330.560.931.481.982.442.843.083.243.293.283.163.042.962.973.123.453.994.723.565.833.444.934.233.673.403.283.263.373.643.944.144.445.045.886.595.914.111.991.581.220.910.690.490.340.240.180.140.110.09 0.130.170.200.280.440.751.161.531.852.142.372.542.562.532.412.242.132.042.012.151.972.333.483.763.592.482.122.332.262.392.512.723.063.413.724.094.605.165.484.783.362.031.190.890.650.480.370.270.200.160.120.100.08 0.110.130.160.220.320.590.901.161.381.611.781.901.921.851.781.631.451.291.281.361.601.942.282.472.382.091.771.551.541.671.952.292.643.023.373.764.174.514.503.832.751.660.920.660.500.370.280.210.170.130.110.090.07 0.090.110.130.170.240.460.690.871.031.201.351.441.501.431.321.211.101.020.991.061.251.601.982.172.091.761.421.261.281.461.732.032.452.873.253.553.823.883.653.032.221.380.690.510.390.290.220.170.140.110.090.080.06 0.070.090.100.130.200.360.520.660.800.941.051.111.121.071.010.960.890.810.780.820.961.241.531.701.621.381.121.011.081.291.601.982.392.763.143.313.473.373.012.451.791.110.600.390.320.240.170.140.110.100.080.070.06 0.060.070.080.100.170.290.410.520.620.720.780.810.820.820.770.730.690.630.610.640.750.921.091.201.151.030.900.820.901.131.441.842.192.542.772.872.872.732.401.961.460.910.530.290.240.190.140.110.090.080.070.060.05 0.050.060.070.080.150.230.320.410.490.550.580.600.610.600.580.540.510.490.480.510.570.650.740.790.770.730.690.690.770.971.281.561.862.142.282.362.272.101.841.531.170.750.420.260.190.150.120.100.080.070.060.050.04 0.040.050.060.070.130.190.250.320.390.420.440.450.450.450.430.410.390.380.380.390.420.460.490.510.520.520.530.570.660.831.051.281.521.701.841.871.771.611.401.170.920.600.310.210.150.120.100.080.070.060.050.040.04 0.040.040.050.070.110.150.200.250.300.320.340.340.340.340.320.310.300.300.300.310.320.340.360.370.380.400.420.470.560.690.871.051.211.351.471.461.381.251.070.900.710.470.240.170.120.100.080.070.060.050.040.040.03 0.030.040.040.060.090.120.160.200.240.250.260.260.260.260.250.240.240.230.240.250.260.270.270.290.300.320.350.390.470.570.710.850.941.041.131.131.080.970.830.690.550.380.200.130.100.080.070.060.050.040.040.030.03 0.030.030.030.050.070.100.130.160.180.200.200.200.200.200.200.190.190.190.190.200.210.220.220.230.240.260.290.330.380.470.570.650.730.790.820.830.800.740.650.540.430.300.180.100.080.070.060.050.040.040.030.030.02 0.030.030.030.040.060.080.100.130.140.150.160.160.160.160.160.150.150.150.160.160.170.180.180.190.200.220.240.270.320.380.440.490.540.590.610.610.590.560.510.420.330.240.150.070.070.060.050.040.040.030.030.020.02 COPYRIGHT 2022 DAN BEYER ARCHITECTSC SHEET TITLE: SHEETNUMBER DATEISSUED SETTYPE PROJECTNUMBER REVISIONS: SCALEAS NOTED 225 E ST. PAUL AVE, STE 303MILWAUKEE WI, 53202414-239-8267 PLAN COMMISSIONSUBMITTAL06/19/2026 2603-005 (26101) Date: 06/19/26 Corporation Registration #33120-6-1K10672RIVERPOINT VILLAGE - MULTI-TENANT RETAILBUILDING8739 N PORT WASHINGTONFOX POINT, WI 53217 CONSULTANTS: E101 PHOTOMETRIC SITE PLAN PHOTOMETRIC SITE PLANSCALE: 1/16"=1'-0" LIGHTING ANALYSIS NOTES:(PARKING LOT)1.AVERAGE FOOTCANDLES:4.842.MAXIMUM FOOTCANDLES:15.913.MINIMUM FOOTCANDLES:1.874.MAXIMUM/MINIMUM RATIO:8.5:15.AVERAGE/MINIMUM RATIO:2.6:1 LIGHTING ANALYSIS NOTES:(DRIVE THRU)1.AVERAGE FOOTCANDLES:8.672.MAXIMUM FOOTCANDLES:17.613.MINIMUM FOOTCANDLES:4.534.MAXIMUM/MINIMUM RATIO:3.9:15.AVERAGE/MINIMUM RATIO:1.9:1 LIGHTING ANALYSIS NOTES:(DRIVE THRU ENTRY)1.AVERAGE FOOTCANDLES:6.202.MAXIMUM FOOTCANDLES:9.133.MINIMUM FOOTCANDLES:4.584.MAXIMUM/MINIMUM RATIO:2.0:15.AVERAGE/MINIMUM RATIO:1.4:1 LIGHTING ANALYSIS NOTES:(DRIVE THRU WINDOW)1.AVERAGE FOOTCANDLES:14.722.MAXIMUM FOOTCANDLES:17.613.MINIMUM FOOTCANDLES:11.154.MAXIMUM/MINIMUM RATIO:1.6:15.AVERAGE/MINIMUM RATIO:1.3:1 LIGHTING ANALYSIS NOTES:(BUILDING ENTRANCE)1.AVERAGE FOOTCANDLES:16.312.MAXIMUM FOOTCANDLES:18.723.MINIMUM FOOTCANDLES:12.484.MAXIMUM/MINIMUM RATIO:1.5:15.AVERAGE/MINIMUM RATIO:1.3:1 LIGHTING ANALYSIS NOTES:(PATIO)1.AVERAGE FOOTCANDLES:6.802.MAXIMUM FOOTCANDLES:15.763.MINIMUM FOOTCANDLES:2.694.MAXIMUM/MINIMUM RATIO:5.9:15.AVERAGE/MINIMUM RATIO:2.5:1 FOX POINT REQUIREMENTS:1.MAXIMUM MOUNTING HEIGHT 12'-0"2.LIGHTS TO BE TURNED OFF WHENTHE LAST PERSON LEAVES THEBUILDING Page 30 of 32 STOSTO STOSTO STO STO STO W W W S S S S S S S S S S S S S S S S S S S S S SSS SSSS W W W W W W W W W W W WW W W SS RESTAURANT2,211 SF RETAIL2,274 SF DO NOT ENTER DRIVE THRUENTRY N. PORT WASHINGTON ROAD STO STO STO STO STO STO STO STO STO STO STO STO STO STO WW S S S S S S S S S G ST V688.12 EX EX EREX E E E E E E E E E E EEE EX EXEX EX EREX EXEX 0.21 0.40 0.77 1.34 3.11 6.29 5.45 4.24 3.76 3.22 3.18 3.63 2.69 5.34 4.09 3.06 2.79 2.95 3.13 3.00 2.45 1.622.043.024.343.774.234.513.462.892.923.334.315.905.055.003.402.382.532.11 2.37 2.26 1.88 1.54 1.48 1.75 1.46 3.60 3.27 2.26 1.65 1.24 0.93 0.670.39 0.29 0.17 0.09 0.06 0.04 0.03 0.02 0.01 0.01 COPYRIGHT 2022 DAN BEYER ARCHITECTSC SHEET TITLE: SHEETNUMBER DATEISSUED SETTYPE PROJECTNUMBER REVISIONS: SCALEAS NOTED 225 E ST. PAUL AVE, STE 303MILWAUKEE WI, 53202414-239-8267 PLAN COMMISSIONSUBMITTAL06/19/2026 2603-005 (26101) Date: 06/19/26 Corporation Registration #33120-6-1K10672RIVERPOINT VILLAGE - MULTI-TENANT RETAILBUILDING8739 N PORT WASHINGTONFOX POINT, WI 53217 CONSULTANTS: E102 PROPERTY LINE PHOTOMETRIC SITE PLAN PROPERTY LINE PHOTOMETRIC SITE PLANSCALE: 1/16"=1'-0" LIGHTING ANALYSIS NOTES:1.LIGHTING AT THE PROPERTY LINEIS EXISTING TO REMAIN. THE LIGHTLEVELS WILL REMAIN UNCHANGEDFROM CURRENT CONDITIONS ONSITE TODAY. Page 31 of 32 COPYRIGHT 2022 DAN BEYER ARCHITECTSC SHEET TITLE: SHEETNUMBER DATEISSUED SETTYPE PROJECTNUMBER REVISIONS: SCALEAS NOTED 225 E ST. PAUL AVE, STE 303MILWAUKEE WI, 53202414-239-8267 PLAN COMMISSIONSUBMITTAL06/19/2026 2603-005 (26101) Date: 06/19/26 Corporation Registration #33120-6-1K10672RIVERPOINT VILLAGE - MULTI-TENANT RETAILBUILDING8739 N PORT WASHINGTONFOX POINT, WI 53217 CONSULTANTS: E200 SYMBOLS & NOTES FIXTURE SCHEDULE E EXTERIOR WALL BRACKETLITHONIA ACRYLICSBAWALL 12'-0"47TYPE DESCRIPTIONMANUFACTURERCATALOG NUMBERSHIELDINGFINISHMOUNTINGINPUTWATTS EX EXISTING POLE & (2) LUMINAIRES TO REMAINWPX2 LED-30K-MVOLT 26101 120VOLTS5719LUMENS3000KCOLORTEMPCRI70+80+90+ CONTROLSINTEGRALREMOTE#1SEE NOTESPHOTO ONTC OFF FIXTURE SCHEDULE NOTES:1.ALL LIGHTING IS TO BE TURNED OFF WHEN THE LAST PERSON LEAVES THEBUILDING FOR THE NIGHT AND SHALL NOT BE TURNED BACK ON UNTIL THE FIRSTPERSON ARRIVES AT THE BUILDING. BUGRATING001 SYMBOLS / ABBREVIATIONS SWITCHED CIRCUITBRANCH CIRCUIT WALL BRACKET/WALL SCONCE FIXTURE - SEE FIXTURE SCHEDULE POLE & LUMINAIRE(S) FIXTURE - SEE FIXTURE SCHEDULE SURFACE/PENDANT FIXTURE - SEE FIXTURE SCHEDULERECESSED DOWNLIGHT FIXTURE - SEE FIXTURE SCHEDULE LVT NL SC EM IG NU TCP FLA AFF UM IR T OU IU GFCI PW SWSPSW OHP PESW FLSW LTSW HOA BOL PB MSPL INT TC FACP GC TCC HVAC WP EC CP EWC BWE MANMAG RC PC CBA TBD AFI SBA LT SS FPC DCP RCC OS HP KW BRKR LOC GND AMP XFMR FAAP JB EXR ER RECEPT FURN DISCCTL UNO BFC ABOVE FINISHED FLOORARC FAULT INTERRUPTERAMPERES/AMPERAGEBELOW FINISHED CEILINGBUILT-IN OVERLOADBREAKERBAKED WHITE ENAMELCOLOR BY ARCHITECTCONTROL PANELCONTROLDOCK EQUIPMENT CONTROL PANELDISCONNECTELECTRICAL CONTRACTOREMERGENCYEXISTING RELOCATED EXISTING TO BE RELOCATEDELECTRIC WATER COOLERFIRE ALARM ANNUNCIATOR PANELFIRE ALARM CONTROL PANELFULL LOAD AMPSFLOAT SWITCHFIRE PROTECTION CONTRACTORFURNISHEDGENERAL CONTRACTORGROUND FAULT CIRCUIT INTERRUPTERGROUNDHAND-OFF-AUTOMATIC SWITCHHORSEPOWERHEATING AND VENTILATING CONTRACTORISOLATED GROUNDINTEGRALIN ROOMIN UNITJUNCTION BOXKILOWATTSLOCATIONLOW TEMPERATURELIGHT SWITCHLOW VOLTAGE THERMOSTATMAGNETIC STARTERMANUAL STARTERMANUAL STARTER WITH PILOT LIGHTNIGHT LIGHTNEAR UNITOVERHEAT PROTECTIONOCCUPANCY SENSORON UNITPUSH BUTTONPLUMBING CONTRACTORPNEUMATIC ELECTRIC SWITCHPREWIREDREFRIGERATION CONTRACTORREFRIGERATION CONTROL CONTRACTORRECEPTACLESELECTED BY ARCHITECTSEPARATE CIRCUITSPEED SWITCHSOFT STARTSWITCHLINE VOLTAGE THERMOSTATTO BE DETERMINEDTIME CLOCKTEMPERATURE CONTROL CONTRACTORTEMPERATURE CONTROL PANELUNIT MANUFACTURERUNLESS NOTED OTHERWISEWEATHER PROOF ("WHILE-IN-USE")TRANSFORMER MCAMINIMUM CIRCUIT AMPS VFDVARIABLE FREQUENCY DRIVE AFGABOVE FINISHED GRADE WWATTS STSHUNT TRIP AVAUDIO VISUAL LCPLIGHTING CONTROL PANEL EXEXISTING TO REMAINEXDEXISTING TO BE DEMO'DETCELECTRONIC TIME CLOCK CONTROL BBBATTERY BACKUP CRCTCIRCUIT PHOTOPHOTOCELL 'E' Page 32 of 32