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PCA20111101CITY OF MUSKEGO PLAN COMMISSION AGENDA 6:00 PM Tuesday November 1, 2011 Muskego City Hall, W182 S8200 Racine Avenue CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL STATEMENT OF PUBLIC NOTICE APPROVAL OF THE MINUTES OF THE OCTOBER 4, 2011 MEETING OLD BUSINESS FOR CONSIDERATION The following agenda items have been deferred by the Plan Commission and are recommended by the Community Development Department for individual consideration. None. OLD BUSINESS SCHEDULED FOR DEFERRAL The following agenda items have been deferred by the Plan Commission. Planning Department staff have reviewed each case and determined that they have not met one or more specific criteria for approval and are recommended for deferral en gross. However, the Plan Commission may take action on any item herein. None. CONSENT BUSINESS The following agenda items have been received by the Community Development Department and are recommended for approval en gross. RESOLUTION #P.C. 040-2011 — Approval of a second accessory structure for the Shaw property located in the SE Road). 1/4 of Section 1 (Tax Key No. 2164.030 / S68 W12708 Woods RESOLUTION #P.C. 042-2011 — Approval of a Building, Site, and Operation Plan for a Two Family Structure located in the NW '/4 of Section 15 (Tax Key 2218.009 / Lot 9 — Boehm Court). RESOLUTION #P.C. 044-2011 — Approval of a release of restriction for extraterritorial CSM 10612 located in the NE'/4 of Section 25 in the Town of Vernon. NEW BUSINESS FOR CONSIDERATION The following agenda items have been received by the Community Development Department and are recommended for individual consideration. RESOLUTION #P.C. 041-2011 — Approval of a Four Lot Certified Survey Map for the Michael Birkley property located in the NE '/4 of Section 14 (Tax Key 2213.984.001 / W144 S7931 Durham Drive). RESOLUTION #P.C. 043-2011 — Approval of a Building, Site, and Operation Plan Amendment for Boxhorn Sportsman's Club located in the NE'/4 of Section 24 (Tax Key 2254.998.004 / S90 W 13960 Boxhorn Drive). Plan Commission Agenda, continued November 1, 2011 NEW BUSINESS PLACED ON FILE The following agenda items have been received by the Community Development Department and assigned case numbers. Community Development Department staff will review each case in the order received and will present each item for consideration by Resolution at future meetings in the order received, subject to the time frames provided by Municipal Code and Wisconsin Statutes. MISCELLANEOUS BUSINESS ADJOURNMENT NOTICE IT IS POSSIBLE THAT MEMBERS OF AND POSSIBLY A QUORUM OF MEMBERS OF OTHER GOVERNMENTAL BODIES OF THE MUNICIPALITY MAY BE IN ATTENDANCE AT 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. ALSO, UPON REASONABLE NOTICE, EFFORTS WILL BE MADE TO ACCOMMODATE THE NEEDS OF DISABLED INDIVIDUALS THROUGH APPROPRIATE AIDS AND SERVICES. FOR ADDITIONAL INFORMATION OR TO REQUEST THIS SERVICE, CONTACT MUSKEGO COMMUNITY DEVELOPMENT DEPARTMENT, (262) 679-4136. PAGE 2 CITY OF MUSKEGO PLAN COMMISSION MINUTES UNAPPROVED 6:00 PM Tuesday October 4, 2011 Muskego City Hall, W182 S8200 Racine Avenue Mayor Chiaverotti called the meeting to order at 6:00 PM. Those present recited the Pledge of Allegiance. PRESENT Mayor Kathy Chiaverotti, Ald. Borgman, Commissioners Hulbert, Burke, Stinebaugh, Jacques and Planner Trzebiatowski and Recording Secretary McMullen. ABSENT Commissioner Noah Recording Secretary McMullen noted that the meeting was properly noticed on September 27, 2011 in accordance with the Open Meeting Law. APPROVAL OF THE MINUTES OF THE SEPTEMBER 6, 2011 MEETING Commissioner Jacques made a motion to approve the minutes of the September 6, 2011 meeting. Ald. Borgman seconded. Upon a roll call vote, motion to approve the minutes was ADOPTED unanimously. Commissioner Hulbert questioned if the current Fry CUG will remain with the property when he moves across the street. Planner Trzebiatowski explained the CUG will remain with the property unless the City or property owner petition for the removal. OLD BUSINESS FOR CONSIDERATION None. OLD BUSINESS SCHEDULED FOR DEFERRAL None. CONSENT BUSINESS. None. NEW BUSINESS FOR CONSIDERATION RESOLUTION #P.C. 038-2011 — Approval of an Annual Review for Wal-Mart located in the NE '/4 of Section 3 (Tax key No. 2169.999.003 / W159 S6530 Moorland Road). Commissioner Jacques made a motion to ADOPT Resolution #P.C. 038-2011. Commissioner Burke seconded. Planner Trzebiatowski explained Plan Commission reviewed Wal-Mart in April this year for their 6 month review and found substantial compliance. The Alderman of the district requested one more review in October to allow the business to operate over the summer. Staff sent out letters notifying the neighboring residents of the meeting and to let staff or the Alderman know of any concerns. One comment was received and they had no issues with Wal-Mart, but that more noise comes from the Veolia property to the east. A field inspection was completed on September 23, 2011 to verify decibel levels. Staff found levels were below 40db along the entire east lot line of Wal-Mart. Planner Trzebiatowski noted that the Resolution states there will be no further reviews. No one in the audience wished to speak and the alderman of the district was not present. Upon a roll call vote, Resolution #P.C. 038-2011 was ADOPTED unanimously. RESOLUTION #P.C. 039-2011 — Approval of a Building, Site, and Operation Plan for a medical clinic structure located in the SW '/4 of Section 2 (Tax Key No. 2167.995.009 / Moorland Road). Ald. Borgman made a motion to ADOPT Resolution #P.C. 039-2011. Commissioner Burke Plan Commission Agenda, continued October 4, 2011 seconded. Planner Trzebiatowski explained a submittal was received from Briohn Building Corporation for a new medical clinic along Moorland Road. This structure will be a western anchor to the Kohl's Department Store complex. There will still be a vacant space in between the two. The proposed building will be 24,178 square feet with 16,000 square feet being used by the tenant and the remaining space for future expansion. The building will be 100% masonry with architectural concrete brick, 8" concrete block, standing seam metal roofs, aluminum glazed windows, EIFS banding, and prefinished metal copings. This area is governed by the General Design Guide and the Moorland South Design Guide, and the plans meet the bulk requirements of the Design Guides and the Zoning Code. The only question that came up by staff was should there be more prairie -craftsman style architecture along the western fagade as required by the Moorland South Design Guide. Mr. Trzebiatowski noted that Kohl's was built a while ago and wasn't the best example of prairie -craftsman style architecture. This style architecture is more present on the recent buildings such as Jetz, Aldi, M&I, Waukesha State Bank and Dr. Thompson's Dental Office. Bob Goehner of Briohn Building was present and gave a brief presentation on the proposed medical clinic. Mr. Goehner explained the architecture used on the building is to add balance to the Kohl's non -prairie -craftsman style architecture and the future development of the outlot using prairie —craftsman style architecture. The colors are from the City's Design Guide and the beige color will match Kohl's. The landscape plan was reviewed and approved by the City Forester. Discussion took place on what will be going in between Kohl's and the medical clinic. Mr. Goehner stated the infill building is not known at this time, but when it does go in there will not be any space in between the buildings. The type of material that will be used on the east side of the building will be a 12" painted block. Mr. Trzebiatowski explained there usually is a little different style architecture on the infill side of a building. Mr. Goehner added there will be a wealth of landscaping along this side also. Commissioner Burke expressed concern with the lack of prairie -craftsman style architecture along the western side. Commissioner Burke suggested adding the green roof element along the west side about half way down near the bump out. Mr. Trzebiatowski noted the added roof element should be 4-side architecture too. Mr. Trzebiatowski added that this building is back from the road and will not be as visible as the future buildings in the outlots. Any future developments in these outlots should be held to a high level of prairie -craftsman style architecture. Commissioner Stinebaugh questioned what the noise level would be coming off the mechanicals on the roof. Mr. Goehner stated the mechanicals would not be heard from the ground. The units are in the middle of the building surrounded by a parapet wall. Discussion took place relating to sound levels that should be allowed. Commissioner Burke suggested an amendment be made similar to what was required of Wal-Mart. Mayor Chiaverotti noted this situation is different because there are no residents nearby as there are with Wal-Mart. Commissioner Stinebaugh requested staff look into some type of requirement through the Design Guide that limits the amount of noise from new developments. Commissioner Burke agreed. Commissioner Burke made a motion to AMEND Resolution #P.C. 039-2011 to read: BE IT FURTHER RESOLVED, That another green prairie -craftsman style roof element be added to the western fagade by the center bump out. Commissioner Hulbert seconded. Upon a roll call vote, Resolution #P.C. 039-2011 was AMENDED unanimously. Upon a roll call vote, AMENDED Resolution #P.C. 039-2011 was ADOPTED unanimously. PAGE 2 Plan Commission Agenda, continued October 4, 2011 NEW BUSINESS PLACED ON FILE None. MISCELLANEOUS BUSINESS None. ADJOURNMENT Commissioner Hulbert made a motion seconded. Upon a voice vote, motion Commission, the meeting was adjourned Respectfully submitted, Kellie McMullen Recording Secretary to adjourn at 6:51 PM. Commissioner Stinebaugh carried. With no further business to come before the PAGE 3 City of Muskego Plan Commission Supplement PC 040-2011 For the meeting of: November 1, 2011 REQUEST: Additional Accessory Structure Tax Key No. 2164.030 / S68 W 12708 Woods Road SE '/4 of Section 1 PETITIONER: Richard Shaw INTRODUCED: November 1, 2011 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 040-2011 The petitioner proposes to construct an accessory structure 736 square feet in area. Since this accessory structure is in addition to one existing accessory structure and a garden shed, Plan Commission approval is required. PLAN CONSISTENCY PC 040-2011 Comprehensive Plan: The 2020 Plan depicts the area for medium density residential land use. The proposal for this residential outbuilding is consistent with the Plan. The property is zoned RS-2 Suburban Residence District. Accessory structures totaling around 1,222 square feet are permitted on the subject property. The current proposal measures 736 square feet in area. There is one other Zoning: accessory structure that exists on the lot, which totals 232 square feet in size and a garden shed which totals 120 square feet in size. The grand total of all accessory structure square footage with the proposed accessory structure equals 1,088 square feet. The proposal meets the bulk requirements of the Zoning Code. STAFF DISCUSSION PC 040-2011 Design Guide requirements state that Planning Commission approval is needed for more than one accessory structure on a lot when it is being used for residential purposes. Planning Commission approvals are being sought due to this concern since one other accessory structure and a garden shed exist on the lot. The petitioner proposes a residentially sided structure with a shingled roof. The colors and materials of the accessory structure will need to match the colors of the existing house. The location of this building meets the required setback and offsets. The height of the structure is about 11.5 feet, as measured according to code, which meets code requirements. Staff has no concern with the placement or architecture of the added accessory structure, as long as the colors match the existing house. STAFF RECOMMENDATION PC 040-2011 - Approval of Resolution #PC 040-2011 Resolution #PC 040-2011 LEGEND Agenda Item(s) Property ■ I Zoning Districts Right-of-way Hydrography Aerial Photo Date: April 2010 Prepared by City of Muskego It L,7 Lsk �.�n Planning Department . ►. 1012512011 Supplemental Map Property Owner: Richard Shaw S68 W12708 Woods Road Area of Ir RESOLUTION #P.C. 040-2011 APPROVAL OF AN ADDITIONAL ACCESSORY STRUCTURE FOR THE SHAW PROPERTY LOCATED IN THE SE 1/4 OF SECTION 1 (TAX KEY NO. 2164.030 / S68 W12708 WOODS ROAD) WHEREAS, On October 14, 2011 a site plan and building drawings were submitted to construct a 736 square foot accessory structure on to the property located at S68 W12708 Woods Road, and WHEREAS, The property is zoned RS-2 Suburban Residence District, and whereas said structure is a permitted accessory use and subject to Plan Commission review due to more than one accessory structure on the lot as per design guidelines for residential uses, and WHEREAS, One accessory structure totaling 232 square feet, a garden shed totaling 120 square feet, and a home residence currently reside on the property, and WHEREAS, The total square footage for accessory structures on this property is limited to about 1,222 square feet, and said proposal meets the bulk requirements of the Zoning Code, and WHEREAS, The combined total of the three (3) accessory structures will be 1,088 square feet, which is within the allowed limit, and WHEREAS, The structure is proposed to be constructed with residential siding and a shingled roof and said proposal does meet the Plan Commission's standards for administrative approval of residential accessory structures as the siding and roof materials are of a residential quality and will be similar colors to the existing house on the property, and WHEREAS, The proposed height is 11.5 feet, as measured by code THEREFORE BE IT RESOLVED, That the Plan Commission approves a 736 square foot accessory structure submitted by Richard Shaw for a property located at S68 W12708 Woods Road. BE IT FURTHER RESOLVED, That the colors of the proposed building must match the colors of the existing home. BE IT FURTHER RESOLVED, That the floor of the entire building must be concrete. BE IT FURTHER RESOLVED, That the building cannot be used for the operations of any business activities. BE IT FURTHER RESOLVED, That failure to comply with the terms of this resolution and the approved site plans shall result in the issuance of fines of $100 per day per violation, the initiation of legal action, or both. Plan Commission City of Muskego Adopted: Defeated: Deferred: Introduced: November 1, 2011 ATTEST: Kellie McMullen, Recording Secretary 28 6 101 Ridge Peak Plan View 1 /4" = I' Shingled Roof 4/ 12 pitch 8' ❑oor Window North View 1 /4"= 1' � 30' 3 s -- 24' 12" soffit typical I East View 1/4" = I' 5' West View 1 /4„ = 1 ti A1 r�l ki-51 c 0 ,0, P10 C, 10/12/2011 Richard Shaw S68WI2708 Woods Road, Muskego WI 53150 Tax # 2164030 RE: Accessory Building Application • Garage construction to be standard 2 x 4 wood construction, 16" on center walls and roof truss's ■ Standard 3- tab shingle roof to match existing house • 12" soffits all sides (soffits on house varies from 12" to 241") ■ Painted Wood Siding to match existing house • No driveway planned at this time, although there is more then adequate green space that could be used at a later time. Intended use of this accessory building is: • Pool equipment storage ■ Trailer storage from view • Seasonal boat storage from view • Small work shop area ■ Lawn tractor and attachment storage :S5 1dl �l PLAT OF SURVEY t�z` v 4 -9 3 .r ty � ti t� a �7 �r S r t I 49 APPRQVED w npted SCALE 4 - � 4fl' Hdi u ng �I=P�ector In. Data Tawn of MuslmP oS 9 -1780 4 g DESCRIPTION All of Lot 3, Block 6. HALE PARK HIGHLANDS ADD. 3, a subn of part of the S. E. 1/4 of Section 1, T5N - 'R20E, Town of. Muskego, Waukesha County, Wisconsin. • �.... ...::�. ' to � RAY HILDEBRAivi + ' RVEYORS, INC. WZOZ N10418 Appleton. Avenue Germantown, Wisconsin SURVEY DATE*pK�rrh Telephone Z51-2507 City of Muskego Plan Commission Supplement PC 042-2011 For the meeting of: November 1, 2011 REQUEST: Approval of a Two -Family Residential Structure Lot 9 — Boehm Ct / Tax Key No. 2218.009 NW '/4 of Section 15 PETITIONER: Paul Van Alstine INTRODUCED: November 1, 2011 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 042-2011 The petitioner is proposing to construct a two-family residential structure on a parcel located on Lot 9 of Boehm Court. Typically the Plan Commission only see's 2-family structures when they are in newer developments (such as Northfield Green Subdivision), but in this case this is an existing 2-family lot within an established subdivision. Plan Commission must still review this per the code requirements. PLAN CONSISTENCY PC 042-2011 Zoning: Park and Conservation Plan: The property is zoned RM-3 Multiple Family Residence. The proposed use is allowed with Plan Commission approval. The structure and site conforms to the bulk requirements of the District. No park acquisitions are proposed in this area and no conservation priority areas are depicted in this area. The proposal is consistent with the Plan. S ret et System Plan: FNo dedications are required as part of the approval of 2-family ctures. The proposal is consistent with the Plan. Adopted 208 Sanitary Sewer Public sanitary sewer serves the property. The proposal is consistent Service Area: 1with the Plan. Water Capacity Assessment The property is served by public water service. The proposal is District: Iconsistent with the Plan. Stormwater Management Stormwater is not needed for this site since there is less than '/ acre of Plan: added impervious surfaces. A grading plan has been submitted for the site. The proposal is consistent with the Plan. DISCUSSION PC 042-2011 The 2-family structure submittal contains a detail sheet, a survey, floor plans, and building elevations. Each unit is about 1,602 square feet in size with three bedrooms and two bathrooms. Both units also have basements, a kitchen, and a great room. SITE PLAN/SURVEY: A site plan/survey has been submitted for the project. Access to the site is gained off of Boehm Court. Overall the building meets the zoning requirements for the RM-3 district in regards to setbacks/offsets, open space, density, height, floor area ratio, etc. PARKING: Parking is handled with two -car attached garages for each unit. There also is a large driveway shown for parking for numerous guests for each unit if necessary. LANDSCAPING: A landscape plan has not been submitted at this time. A landscape plan must be submitted and approved before building permits can be issued. All landscaping must be installed before occupancy can be granted for either unit within the building. ARCHITECTURE/BUILDING ELEVATIONS: The building is governed by General Design Guide. There is not a specific Design Guide or specific design requirements for this lot or area. The structure is proposed to be constructed with exterior materials which include hardi-plank siding, shake cement board siding, brick veneer, aluminum soffits and fascia, and dimensional asphalt shingles. The structure is designed to look like a typical new home. This should fit well within this existing neighborhood and meet or exceed the designs in that area. The building is proposed to have some masonry on the front of the building, but none on the sides/rear and this is the same as all of the other homes on the street. MISCELLANEOUS: The resolution states that any garbage/recycle containers must be kept within the garages of the units. The resolution also states that all mechanical devices need to be screened with landscaping or other screening devices. STAFF RECOMMENDATION PC 042-2011 Approval of Resolution PC 042-2011 Resolution #PC 042-2011 LEGEND Agenda Item(s) Property ■ I Zoning Districts Right-of-way Hydrography Aerial Photo Date: April 2010 Prepared by City of Muskego Iti sk �.�n Planning Department L,7 L. ►. 1012512011 Supplemental Map Petitioner: Paul VanAlstine Lot 9 - Boehm Court RESOLUTION #P.C.042-2011 APPROVAL OF A TWO-FAMILY RESIDENTIAL STRUCTURE LOCATED IN THE NW '/ OF SECTION 15 (LOT 9 BOEHM COURT / TAX KEY NO. 2218.009) WHEREAS, On October 17, 2011 plans were submitted by Paul Van Alstine for the approval of a two (2) two-family residential structure located in the NW '/4 of Section 15 (Lot 9 — Boehm Court / Tax Key No. 2218.009), and WHEREAS, Said property is currently zoned RM-3 Multiple Family Residence and said use is a permitted use with Plan Commission approval, and WHEREAS, The proposed (2) two-family dwelling on this property that meets the requirements of the zoning ordinance in accordance to the setbacks, offsets, open space, and floor area ratio, etc., and WHEREAS, Said parcel will be serviced by public sewer and public water facilities, and WHEREAS, Said property is subject to the design standards outlined in the City of Muskego's General Design Guide, and WHEREAS, The structure is proposed to be constructed with exterior materials which include hardi-plank siding, shake cement board siding, brick veneer, aluminum soffits and fascia, and dimensional asphalt shingles, and WHEREAS, The structure is designed to look like a typical new home and this should fit well within this existing neighborhood and meet or exceed the designs in that area, and WHEREAS, Each unit is about 1,602 square feet in size with three bedrooms and two bathrooms and each unit also has a basements, a kitchen, and a great room, and WHEREAS, The parking will be handled by a two -car attached garage for each unit along with a large driveway for parking for numerous guests for each unit. THEREFORE BE IT RESOLVED, That the Plan Commission approves the 2-family residential structure submitted by Paul Van Alstine located in the NW '/4 of Section 15 (Lot 9 — Boehm Court / Tax Key No. 2218.009). BE IT FURTHER RESOLVED, That a landscape plan must be submitted and approved before building permits can be issued and all landscaping must be installed before occupancy can be granted for either unit within the building. BE IT FURTHER RESOLVED, That any garbage/recycle containers must be kept within the garages of the units. BE IT FURTHER RESOLVED, That all mechanical devices need to be screened with landscaping or other screening devices. BE IT FURTHER RESOLVED, That a copy of said plans be kept on file in the Community Development Department and that all aspect of this plan shall be maintained in perpetuity unless otherwise authorized by the Plan Commission. BE IT FURTHER RESOLVED, That failure to comply with the approval contained in this resolution shall result in the imposition of fines of $100 per day, the initiation of legal action, or both. Plan Commission City of Muskego Adopted: Defeated: Deferred: Introduced: November 1, 2011 ATTEST: Kellie McMullen, Recording Secretary A 7 _j V A /\ -- — - - - �� '\ .. ...................................................................... J -�A ........ ......... 12 ....... .... ,,h 6 HARD[ -PLANK N� ........ .... SIDING vv./ Y, 12 6" EXPOSURE C) ALUM. GABLE END FASCIA 2"x8" w./ ...—W-MIRATEC BRI ........... 1 "xT' WD RAKE ..... ............. x8" MIRATEC BIRD ............. ... ........ ............... A STOCK F.G. ....... . . . . . . . . ....... LOUVERED VENT - ......... ........ .......... 5/4"x6" MIRATEC FRIEZE BRD .......... ....... II ......... I EE::� ........ V, U t7 L�Il:: 111 411111 1 11 1111 Y111111H IIII 1 II1 1 _t_ - DIMENSIONAL ASPHALT SHINGLES A A , 3 41\ -.4A t 7- A3 Al 5/4"x6" MIRATEC ................. ................... .................. .... ... FRIEZE BRD M `2 > - ALUM. GABLE END FASCIA 2"x8" w.1 j 1 "xY WD RAKE d j d df r 12 N, ncl 6 5/4"W' MIRAT*LC:4' 5/4"X8" MIRATEC BRD �7 .... ...... LL 5/4"X6" MIRATEC �0 re WINDOW TRIM ... STOCK F G 1-) 71 LOUVERED VENT 5/4"X6" MIRATEC CORNER BRDS. 13 T A, ----------- M-M-M-M ------ --------- -------- ------ FRONT ELEVATION. BILCO SCAPEWELL i i1i ii iiII USE LIGHT #4862-54 w./ BLOCKS POLYCARBONATE ..... ...... j DOME # 4854-C ------------------ UNIT "B" REAR ELEVATION. UNIT "A". LUM. TTERS M. SOFFITS � FASCIA 4"X6" MIRATEC ORNER BIRDS. SIDING w./ 3" EXPOSURE Note to all contractors: All effort has been made in the preparation of this set of working drawings to reflect the building requirements of state and local building codes, although it is the ultimate responsibility of each individual contractor to use building practices and materials that meet or exceed all state and local building codes within there respective trade. 56'-4" MOM 72'-0" 1" 4'-0" 31'-11 1 /2" AIRSPACE 4" 19'-2" 4 1/2" 11'-8 1 /2" 4 1 /2" 1 4 1 /2" 11'-8 1 /2" 9'-7" 5'-10 1 /4" 5'-10 1 /4" (CONC. r — — ---1 t 1� STEP --.. . _.. 6'-8" 13'-0 1 /2" - 10'-6 1 /4" 32'-0" 8'-3 1/2" - 9'-1 3/4" 10'-0" - - — In W r -< N 5'-0" 4'41 `m,911 BRICK VENEER UNIT "A" 1024 SQ. FT. - UNIT "A" 1ST FLR LIVING 578 SQ. FT. - UNIT "A" 2ND FLR LIVING 1602 SQ. FT. - UNIT "A" TOTAL LIVING 4 112" IF 31'-11 1 /2" HIM J —C 6'-8" 13'-0 1 /2" 10'-6 1 /4" 32,-0,, 31'-8" 8'-3 1 /2" 9'-1 3/4" 10'-0" 5'-0" `rxv PLANT LEDC ABOVE TO 2ND FLR GREY BOX WASHER HOOKUP \ PLANT LEDGE ABOVE TO 2ND FLR PLANT LEDGE ABOVE TO 2ND FLR LU--- J-- ��lii i I\ III /I - SINKiE- ti i/ I []ME) / \ X X SPACESAVER SPACE MICROWAVE 36" REFRIG (DUCTOUT) SPACE K I T C H E N C A B I N E T S 30SPACE E 5'-0" UPPER CAB'S NO SOFFIT WA\,$J4ER li DFkYARiiil SP/A`GE i ii SP/A`CE-1 LIGHT 42"X42" PLATE GLASS MIRROR SINK LIGHT 24"X42" PLATE GLASS MIRROR SINK 48" VANITY 30" VANITY UTILITY RM BATH # 1 BATH # 2 CABINETS VANITY VANITY UNIT "B" 56'-4" �_ - _- --- --- --- I\\ SINK X X PACESAVER 36" REFRIG MICROWAVE SPACE SPACE ��(DLICTOILIT) 30" SPACE RANGE K I T C H E N C A B I N E T S �5'-0" UPPER CAB'S WK.1111i . BRICK VENEER UNIT "B" 1024 SQ. FT. - UNIT "B" 1ST FLR LIVING 578 SQ. FT. - UNIT "B" 2ND FLR LIVING 1602 SQ. FT. - UNIT "B" TOTAL LIVING NO SOFFIT Ili % III l ill / it / IIIDF�\Y R II I WASHER i�SF3AtiE iii SPA`GE UTILITY RM CABINETS GREY BOX WASHER HOOKUP LIGHT 42"X42" PLATE GLASS MIRROR SINK LIGHT _ 42"X42" PLATE GLASS MIRROR SINK 18" - 0 TOWEL CAB. - 48" VANITY BATH # 3 VANITY ANT LEDGE I ABOVE TO 2ND FLR PLATE 42"X42" PLATE tj GLASS GLASS MIRROR i MIRROR SINK SINK 5 SH - TOWEL L CAB. 48" VANITY 30" VANITY 48" VANITY BATH # 1 BATH # 2 BATH # 3 VANITY VANITY VANITY UNIT "A" CABINET DETAILS Note to all contractors: All effort has been made in the preparation of this set of working drawings to reflect the building requirements of state and local building codes, although it is the ultimate responsibility of each individual contractor to use building practices and materials that meet or exceed all state and local building codes within there respective trade. 31'-11 1/2" 64'-0" 1" AIRSPACE 31'-11 1/2" 15'-9 1/2" 16'-2" �1 " 16'-2" 15'-9 1/2" T-8 1/2" —..—..—..—..—..—..—..—..—..—.. I I 2" x 4" - 24" o.c. 71 VAULTED CEILING 4ROOABOVESESo 271 "x4" - 24" o.c.71 TRUSSES ABOVE MORO( 19 7/16" DEEP - CARPEL 3/4" T&1 1ST FLR JOB -BUILT LINE BELOW I 12'-8 FLAT CEILING z 4 1 /2" I 0'-4" 3'-4" � III m SMOKE 2 - 1 3/4"x9 1/2" DETECTOR DROP MICRO - LAM HDR JX 4 1/2" D M "1 VAULTED ------- I 221/2"x24" I m — SCUTTLE w./ � --_-- I LIGHT I CEILING 3'-101/2" rii 3'-101/2"OPEN TO 32'-0" 42" HIG HALFHW/RISERn BELOW WALL I O C 8' 1" SMOKE D ' D ' DETECTOR 69 m Cl) I j HALL YF YY 0 I 4'-2 1/2" c Z 3'-9" CARPET 3'-4" I -3'-4" 3'-3" YYYYY _nL _ U) 42" HIGH- - — c 4 1/2" I HALF 3'-5 1/2" -n VAULTED CEILING r ^' 4'-0" WALL p I 2"x4" - 24" D.C. T-2" z a? A TRUSSES ABOVE g" z = 19 7/16" DEEP - DR JOB -BUILT ---- 1-SH & PL - �2'-7"� I I � — — — — BE i CEILING I WALK � 3 5 DR �I-IN-CLOS O CARPETI CARPET y�� 3/4" T&G I SMOKE 6'-3 1/2" = I I DETECTOR go APPROX. I r p ^? 2" x 4" - 24" o.c. GARAGE 6-3 3/8" I I ROOF TRUSSES WALL LINE BELOW HIGH KNEE I ABOVE J 4„ I 1o„ 1ST FLR :1� ' FUR -OUT FOR 1ST FLR LINE BELOW 21-O�� FOR H.W.H. VENT LINE BELC 5 -4 3/4 I 60"x4 3-2"x12" HEADER SL. B (TOP OF HDR 8'-10 3/8" z : T-4 3/4" FROM 1 ST FLR SUBFLOOR) 00 EXTEND 2ND FLR JOISTS TO M HEADER - USE HANGERS T-8 1/2" I o -- PORCH HDR --— — — — — —. — — —. LINE BELOW I i ..—..—..—....—.. i 13 PORCH PORCH D LINE BELOW LINE BELOW 2 T-T' 10'-01, 2'-3 1 /2" 2'-3 1/2" 10'-0" M . c� I" 4 1/2" III 4'-8" D � II 4 1/2" I I D I 12'4" 19'-10 1/2"_ M 31'-11 1/2" o o :I O D I: Ili UNIT "A11 l� GARAGE I j LINE BELOW 578 SQ. FT. - UNIT "A" 2ND FLR LIVING I AIRSPACE 2ND FLOOR PLAN 1156 SQ. FT. - TOTAL BUILDING 2ND FLR LIVING ill 19'-10 1/2" 3-2"x12" HEADER (TOP OF HDR 8'-10 3/8" FROM 1 ST FLR SUBFLOOR) EXTEND 2ND FLR JOISTS TO HEADER - USE HANGERS 31'-11 1/2" 5'-4 3/4" T-4 3/4" 1ST FLR LINE BELOW I GARAGE LINE BELOW 1 ST FLR LINE BELOW li I II I: �I I; �I I: GARAGE 11Q11 LINE BELOW UNIT V 578 SQ. FT. - UNIT "B" 2ND FLR LIVING ( 8" �-f ROOF VENTS 6-0" 8" --- ------ - 12 T-- _—= - - — -�--T - _ _ — 6 I. — . — . _ . -- . I — - — — . — --- - DIMENSIONAL — , — — — — - — - - — . — — — < T ALUM. SOFFITS — - - • — _ — ; • -� ASPHALT SHINGLES — —_ - = ... — — - — — _ — &FASCIA + ALUM. - — — • — — • ,— —_ — " .— — — —, — - — GUTTERS �12 CONTINUOUS RIDGE VENT — — — — T — — —_,—, —I —,. II IIr lr------lll II li ii ili i HARDI-PLANK CORNER BIRD I III " III I SIDING w./ 5/4"X6" MIRATEC 6" EXPOSURE FUR -OUT EXPOSED JI 5/4"X6" MIRATEC WINDOW TRIM OVER BRICK I I III I Id I CONC. WALL & DROP III I III I BILCO SCAPEWELL CORNER BIRDS. WINDOW #4862-54 w./ EXTERIOR SIDING fi IIII I III II POLYCARBONATE UNIT 1111 _ _ _ _ _ _ _ _ _ _ DOME # 4854-C C II II I LL JJ LEFT ELEVATION I 8" 6_0„ 8" ROOF VENTS 12 g — — — — — — — — — — — - — .. — — — _ = — — — — i— — — — — —, — — DIMENSIONAL _ - ASPHALT SHINGLES '•I ALUM. SOFFITS — — — — r- — — — —_ = & FASCIA ALUM. 12" CONTINUOUS _ — — — — — — — — - — — — GUTTERS — - — _ — — — - — — — — — — — —, — — - RIDGE VENT fi -- �T_ I — 12 I I I HARDI-PLANK L J COACH \� CORNER BIRD 5/4"X6" MIRATEC 5/4"X6" MIRATEC CONC. SIDING w./ STEP LIGHT T OVER BRICK WINDOW TRIM CORNER BIRDS. 6" EXPOSURE EDGE UNITII p 11 FUR -OUT EXPOSED CONC. WALL & DROP USE LIGHT BLOCKS D EXTERIOR SIDING � - - - - - - - - - - - --------------� RIGHT ELEVATION -------------------------------------------------------- Note to all contractors: All effort has been made in the preparation of this set of working drawings to reflect the building requirements of state and local building codes, although it is the ultimate responsibility of each individual contractor to use building practices and materials that meet or exceed all state and local building codes within there respective trade. }Z}io0 m O Q N Z corn>�0 4' -6" } g 14 = N 0 n= 0" 00 U) J W W QU �t 0a'no U) co 5: 30 O O0 Doo 12 -CRS OF 12" BL CONIC. BL.K 24" x 8" CONC. FT'G 6 1/2" WALL 64 0" 6 1/2" AIRSPACE WALL I I I 12 - CRS OF 12" i CONC. BL.K 24" x 8" CONC. FT'G ZO >0 z X t 0? cn N m 2'-8" x V-4" VINYL BSM'T WINDOW CONC.STEP I ABOVE 6" 6" 15'-8" r----------- ,------------ r �'l NTERIOR OF CONIC. JALLS FRAMED -OUT L J W./ 1"AIR SPACE, V STYROFOAM SHEATHING ON 2"x4"-16"o.c. w./ i 1/2" DRYWALL OVER I i 2"x4"-16"o.c. FRAMED WALL w./ DRYWALL 1 SIDE ONLY i (6)-RECESSED LIGHTS -----------r , L J L J ix LU Z " LU w V� - - - _ 29' 11 Z U r 1 `H / H Y OO w r 1 L J N~ L J I I I 42" HIGH HALF WALL Ak 4 1 /2"- 6� �0 �m I I Q oU) (4)-RECESSED N O LIGHTS L ------------r r L J 'W 36" X 48" F.G. SHOWER MODULE 12--- ---�--- ------------- 12'-11" 36" X 48" F.G. SHOWER MODULE r r � AL L J L (4)-REGCES HTS ED 1 U > 0 I �m I oU) I 1 N° I 41/2" I 42" HIGH HALF WALL I I I r Oo U LL L J L NF L J 29' 11 " LU w ❑ - V a_ -- - - a Z U H H r J L J L I (6)-RECESSED LIGHTS 1 2"x4"-16"o.c. FRAMED WALL w./ DRYWALL -- 1 SIDE ONLY I INTERIOR OF CONC. WALLS FRAMED -OUT w./ 1" AIRSPACE, 1" STYROFOAM SHEATHING ON 2"x4"-16"o.c. WJ 1/2" DRYWALL OVER 6" 48"x42" VI YL SL. BY WINDOW (R.O. SHOWN AS 48" x 42 /2") VERIFY 1'-8„- 32'-4" 12 - CRS OF 12" CONC. BL.K HOSE BIB 6" I I q as 1. d W > O 14'-3 1/2" �o (n oI_ LU __J X o QII C) o ih 1_. o J = Q� m 2'-0" z H LL5 z N=z = W Z U� - - - n s�milais 3 4 cl ej --- J Cd C z C' 00 00 wAL ? wo J LINVA,.917 = J w 5'-6" 6 >O o I WJ CO J _j LL z T I Z m> U_ 000 o 0 X N� O 3 1 V-6 1/2" L_CEZ U) N 2"x6" - 16"o.c. FRAMED LL BEARING COMMON WALL w./ 1/2" SOUND BIRD. EXT. SIDE R-19 BATT INSUL. w./ POLYWRAP & 5/8" DRYWALL BASEMENT 1'-6"-J SIDE ON 26"w X 8" CONIC. FT'G 3'-3" 1" ------ --------f___�IRSPACE ---- ----- - ---------1- � - 3'-3" AIRSPACE 2"x6" - 16"o.c. FRAMED BEARING COMMON WALL w./ 1/2" SOUND BIRD. EXT. SIDE R-19 BATT INSUL. w./ POLYWRAP z ¢ & 5/8" DRYWALL BASEMENT > o SIDE ON 26"w X 8" CONC. FT'G WJ Q J LL 0� 0 V Ak 1 V-6 1/2" i J LL J =~ W 6 3:p16 U LLI > O peo �J(q ;T� (Z r ¢ of 5'-6" X rn p 48" VANITY O z~ iv I ��a I Z w� C Z 00 (DQ�: C' 3'-4 LU QQ o STAIRS UP Q �� 1 - IS RS \� 2 0„ (n Q - - 1 - w m CC_n 5=W Z LL V o Z7 o T co r J Ak 49 - — - - ----� WI I W O I Zo �Q 14'-31/2" L------- = o_' (n � NO I WINDOW H S MIN. 20" 1 2'-8" X V-4" VINYL WIDTH CL AR OPNG BSM'T WINDOW BILCO SCAPEWELL #4862-54 w./ POLYCARBONATE DOME # 4854-C 4'-0" 4'-6" 12 - CRS OF 12" CONC. BL.K HOSE BIB LK n n VA mw H z LU U) w Hm Zm z H w O 00 N LO 0 z > J W 2 _ U) _Q w � Z L w i 2 w H Z a D~ z LL w d 00 N 4'-0" 72'-0" 64'-0" 30'-11 " 2'-2" 30'-11 " 26'-0" REINFORCE BL'K WALL w./ #8 o.c RODS SPACED �4'-6" 6'-0" 64"" o.c. OR EQUAL REINFORCE BL'K WALL 26'-0" w./ #8 ST'L RODS SPACED BILCO SCAPEWELL „ „ 12 -CRS OF 12"f < = CL 64" o.c. OR EQUAL #4862-54 w./ 6-11 6-O POLYCARBONATE CONC. BL.K 6 1/2" IY 6 1/2" 12 -CRS OF 12" WALL Q WALL CONC. BL.K DOME # 4854-C SL. BY 12" HOSE 24" x 8" CONIC. FT'G 24" x 8" CONIC. FT'G HOSE DROP BEAM WINDOW (9.OLSHOWN 12" -..-..- M CONIC. STEP BIB BIB FOR 2"x6" AS ND x 42 S VERIFY 12" 1'-2" 12" - - - - - - - - 12" SILL PLATE WINDOW HAS MIN. 20" ABOVE WIDTH CL AR OPNG 2'-8" x 1'-4" VINYL 2'-8" x 1'-4" VINYL DROP BEAM MASONARY OPNG 4'-O' FLUSH FOR 2"x6" BSM'T WINDOW BSM'T WINDOW FLUSH TOP OF WINDOW FLUSH I I TOP OF WINDOW FLUSH I 54" WIDTH x 50" HEIGHT HEADER SILL PLATE wd TOP OF WALL (VERIFY) HEADER w./ TOP OF WALL I I 15'-10 3/4" 16'-0 3/4" 16'-0 3/4" 15'-10 3/4" r,------------------- --r I --------- ------------ I r,---------------------r r C A CA L J_—_—_—_—_—_—_—_—_—_—_—_—_ L J 4 4. O Z Z X; < D L J (6)-RECESSED I J (4)-RECESSED I I (4)-RECESSED W I L I (6)-RECESSED L 2 x N 0 LIGHTS ' @ LIGHTS I LIGHTS m 0 LIGHTS ^�OR w = N < m X D 2"x10" 16" o.c. ► ! AID 2"x6" - 16"o.c. FRAMED I 2"x6" - 16"o.c. FRAMED HIN ! i 2"x10" - 16" o.c. 4 -6 Tn b _ v, JOISTS ABOVE 110'-10" o W BEARING COMMON WALL I BEARING COMMON WALL LLI� 10' 10"I JOISTS ABOVE 13'-6' o' Cn o 1 m w./ 1/2" SOUND BRD. EXT. SIDE w./ 1/2" SOUND BRD. EXT. SIDE � 0 r- -- C O D O R-19 BATT INSUL. w./ POLYWRAP I I R-19 BATT INSUL. w./ POLYWRAP • 0.22 o T � { rn z i ! I � SMOKE & 5/8" DRYWALL BASEMENT I & 5/8" DRYWALL BASEMENT SMOKE �I _ Z G) G) DETECTOR I N J I DETECTOR = I SIDE ON 26"w X 8" CONC. FT'G X J SIDE ON 26"w X 8" CONC. FT'G 1 I rig r------------------ - - I I I - - - - - - - - - - - I r ti r L [O I r -1 r -1 I L J L BILCO SCAPEWELL L J L J I r N L J L J #4862-54 w./ r--- I r--- POLYCARBONATE i 2"x10" - 16" o.c. I i 2"x10" - 16' o.c. BASEMENT AREA BASEMENT AREA I I JOISTS ABOVE JOISTS ABOVE I DOME # 4854-C 3" CONC. FLOOR - I TREATED I I - 3" CONC. FLOOR I J � � 1 -OVER 5 ML VAPOR BARRIER- i I 42" HIGH SOLE I TREATED 42" HIGH I -OVER 5 ML VAPOR BARRIER- ! z_ O z 0 L HALF I I SOLE Z -- ! WALL PLATE i i PLATE WALL ! _ I z r r 31 I--I------------------- $a r r ti X X------------------- - - _ ----- r--------------------- - -r r----------- L J L J -I ______�____J L__________ ____�_ _�_________ J L____r______ ------- --------------------- L J_—_—_—_—_—_—_—_—_—_— L J __________ __ r__________ I 00 _______ 1 Op m (`I m I `\ i I I `\ i I N 31'-8" 32'-4" TOP OF WINDOW I 11 1 1 \\ I __--__- ROUGH -IN PLUMBING \\ I I I I \\ ROUGH -IN PLUMBING F_--_-- 56'-4" 4'-0" 12" 4'-0" 13'-6" TOP OF WINDOW -FLUSH W. TOP 32'-4" 31' FLUSH w./TOP FOR FUTURE / I I I I \ /CIFFOR FUTURE OF WALL OF WALL 9'-9" I X I I X I 9'-91, �/ D 1 BATH THIS AREA i `\ l i i t i `\ BATH THIS AREA 1 7 w 2 - 3 1/2" DIA. ST'L COLUMNS I - / \ I I \ I C 2 - 3 1/2" DIA. ST'L COLUMNS ON 30" X 30" x 12" ;U C i I I I i )\ i i /'I `\ I; I (n v i i 1 I '�--------may-I--------- 1 \ / (n ON 30" x 30" x 12„ CONIC. PADS I ; ______ , I CONIC. PADS 1 i --1--r-------- I 12 - CRS OF 12" 12 - CRS OF 12" 1 I i CONIC. BL.K CONC. BL.K I 2- 1 3/4"x9112" _ _ __ ______1_______________ ------ J __J j I ` L-- L -----J---------------------- -- - - 2- 1 3/4"x9112" I FLUSH MICRO- I I --------------------------------- --------------------------------- I I I FLUSH MICRO - REINFORCE BL'K WALL Aj.I LAM HDR r I -_-_-_-_-_-_ LAM HDR I REINFORCE BL'K WALL w./ #8 ST'L RODS SPACED - _ _ _ _ _ _ _ - J - _ — _ — - I I I _ - _ _ — —� - _ — _ _ —_ _—_ _ w./ #8 ST'L RODS SPACED ..-..-..-.. ..-..-..-.,-..-..-..-.. .-..-.. .. .. .. .. I HEATING U IT--- -- -..-.-..-..-..-!.-..-..-.. 64" o.c. OR EQUAL � 1 T i I T � I i 64" o.c. OR EQUAL 24" x 8" CONC. FT'G i I I I j 24" x 8" CONIC. FT'G I I I I wl (,:l 1l ® I N J ® m O I— �CJ Cn FLOOR a i N 2"x10" - 16' o.c. i 2"x10" 16" o.c. FLOOR Alr DRAIN JOISTS ABOVE ! DRAIN �1� i 2"x10" - 16" o.c. w 2"x10' - 16" o.c. o JOISTS ABOVE y m p JOISTS ABOVE g'_g" x* W N g'_g" JOISTS ABOVE cn m DO (n 10'-4 1/8" � - " - - - - D--------------------- I--------------------- ------- 10'-4 1/8" O m l I �l m 15'-10 3/4" � � 16'-0 3/4" 16'-0 3/4" � 15'-10 3/4" 4 -0 40 GAL. I 1 " 40 GAL. _4'-0" GAS F�I RSPACE GAS H.W.H. H.W.H. $' -- - SUMP DROP BEAM CLASS CLASS'B" SUMP -- PUMP DROP BEAM DROP 12" (2) CRS OP FOR 2"x6" VENT , �� n I I VENT FOR 2"x6" (2) 8" TOP PUMP $" WALL 8" SILL PLATE 12 12 - - - - - J L - - 12" 12" ` SILL PLATE CRS. 12" WALL ROF8 $„ 4" TOP 4" 12" 12" 4" 4" TOP CRS. $�� 4" LEDGE 4" LEDGE g Tpp 4" LEDGE 4" LEDGE 8„ CRS. DROP 16" DROP 10 I DROP 8" CRS. DROP 8" 1 �� DROP DROP 16" WALL 8" I WALL 8" 4'-0" 20'-4" UNEXCAVATED UNEXCAVATED „ 20'-4" 4'-0" 24', 8 24'-0" UNIT "A" 10" 5 -8 5 -8 USED TREATED I I USED TREATED SHEATHING @ I $„ _ $„ I SHEATHING @ GARAGE WALL ABOVE GARAGE WALL ABOVE @ CONC. PORCH @ CONC. PORCH �720" FT'G 20" x 8" CONC. FT'G� x 8" CONIC. 2" LEDGE 5 - CRS. OF 8" 5 - CRS. OF 8" 2" LEDGE DROP 8" CONC. BL'K CONC. BL'K DROP 8" 6" TOP UNEXCAVATED CRS. GARAGE FLOOR ABOVE DROPPED TOP OF GARAGE CONC. WALL DROPPED 8" FROM BSM'T TOP OF WALL I I I 5 - CRS. OF 8" CONC. BL'K I w./ 1 - TOP CRS OF 6" BL'K I DROPPED 8" - I I 20" x 8" CONC. FT'G I I I 2" LEDGE DROP 8" 4" TOP CRS. I OMIT TOP CRS FOR O.H. GAR. DOOR ABOVE $" 4" BRICK LEDGE 10" T DROP 16" 3'-11 " 16'-2" 4'-3" GRADE SLOPED THIS WALL 4" BRICK LEDGE 24'-0" STEP 8" 4" BRICK LEDGE - DROP 8" BASEMENT PLAN 72'-0" GRADE SLOPED THIS WALL 4" BRICK 24'-0" LEDGE STEP 8" 4" BRICK LEDGE DROP 8" - UNEXCAVATED 6" TOP GARAGE FLOOR ABOVE DROPPED CRS. TOP OF GARAGE CONC. WALL DROPPED 8" FROM BSM'T TOP OF WALL I I I 5 - CRS. OF 8" CONC. BL'K w./ 1 - TOP CRS OF 6" BL'K I - DROPPED 8" - I I 20" x 8" CONIC. FT'G I I I 2" LEDGE 4" TOP DROP 8" CRS. 1 On OMIT TOP CRS FOR O.H. GAR. DOOR ABOVE I 4 BRICK LEDGE 8" DROP 8" 4'-3" 16'-2" 3'-11 " 10" 24'-0" 24 -8" -8" 56' UNIT "B" M 32'-4" 31'-8" Note to all contractors: All effort has been made in the preparation of this set of working drawings to reflect the building requirements of state and local building codes, although it is the ultimate responsibility of each individual contractor to use building practices and materials that meet or exceed all state and local building codes within there respective trade. VENTILATION TUBES (RUN ENTIRE LENGTH — OF 19 7/16" DEEP TRUSS) 1' TAILL 4'-011 V-3" TAIL 1 '-8" 7 1/2" HEAL OH ALUM.GUTTERS & DOWNSPOUTS ALUM. FASCIA OVER 2"X8" ALUM. SOFFIT w/ VENTING (PER CODE) NOTE: 10'- 0 1/2" PLATE HEIGHT GARAGE WALLS FROM TOP OF CONC. WALL GRADE VARIES - @ GARAGE GARAGE FLOOR ABOVE DROPPED TOP OF GARAGE CONC. WALL — DROPPED 8" FROM BSM'T TOP OF WALL V4, OH 15'-8" 30-YEAR DIMENSIONAL ASPHALT ROOF SHINGLES 15 # FELT 1/2" OSB ROOFING w/ H-CLIPS -� R-38 BATT INSUL. w./ POLYWRAP -7 7/16" 1'-10 1/4" HEEL 6-3 3/8" APPROX. 6-3 3/8" HIGH KNEE rVAULTED CEILING WALL " - 24" o.c. TRUSSES ABOVE - 19 7/16" DEEP - NOTE: 9'- 4 1/2" PLATE HEIGHT THIS WALL FROM 1 ST FLR SUBFLOOR HARDI-PLANK SIDING w./ 9'-4 1/2" 6" EXPOSURE 10'-0 1/2" 1/2" DOW SHEATHING 1/2" OSB @ STRUCTURAL R-15 BATT INSUL. w./ POLYWRAP TYPICAL EXTERIOR WALL WATERPROOFING & BACKPLASTER (R-5) INSUL. (GRADERARE T TO FOOTING), VERIFY HEAT CALCS 12" MIN. STONE 3" DIA. DRAIN TILE w./ BLEEDERS 8'-0" o.c. 24"X8" CONIC. FT'G. 2"X4" - 16"o.c. STUDS 1/2" DRYWALL 2"x4" - 24"o.c. ROOF TRUSSES ABOVE 8'-1 1 /8" 8'-1 1 /8" 16'-4" R-50 LOOSE INSUL. w./ POLYWRAP 5/8" DRYWALL (USE ON ALL 24" o.c. SPACING & GARAGE FIREWALL) 1" AIR SPACE — 1/2" SOUND BRD _ SHEATHING R-15 BATT INSUL. w./ POLYWRAP - COMMON WALL ONLY 2"X4"- 16" o.c. STUDS - 5/8" DRYWALL _ (COMMON WALL) 5/8" DRYWALL FIREWALL SEPERATION @ ATTIC 1" AIR SPACE _ 1/2" SOUND BRD SHEATHING R-15 BATT INSUL. w./ POLYWRAP COMMON WALL ONLY - 2"X4"- 16" o.c. STUDS _ 5/8" DRYWALL (COMMON WALL) 2"x4" - 24"o.c. ROOF TRUSSES ABOVE 16'-4" R-50 LOOSE INSUL. w./ POLYWRAP 5/8" DRYWALL (USE ON ALL 24" o.c. SPACING & GARAGE FIREWALL) 12'-1 11/16" 2"x10" - 16" o.c. MIN 2"x10" - 16" o.c. II 1" AIR SPACE — 1/2" SOUND BRD _ SHEATHING R-15 BATT INSUL. w./ POLYWRAP - COMMON WALL ONLY 2"X4"- 16" o.c. STUDS - 5/8" DRYWALL _ (COMMON WALL) — 1" AIR SPACE _ 1/2" SOUND BRD SHEATHING R-15 BATT INSUL. w./ POLYWRAP COMMON WALL ONLY 2"X4"- 16" o.c. STUDS _ 5/8" DRYWALL (COMMON WALL) 12'-1 11/16" 9'-5 1 /16" V-10 1/4" HEEL 15'-8" 30-YEAR DIMENSIONAL ASPHALT ROOF SHINGLES 15 # FELT 1/2" OSB ROOFING �- w/ H-CLIPS '-7 7/1 R-38 BATT INSUL w./ POLYWRAP APPROX. v� 6-3 3/8" HIGH KNEE WALL VAULTED CEILING 2"x4" - 24" O.C. TRUSSES ABOVE - 19 7/16" DEEP - NOTE: 9'- 4 1/2" PLATE HEIGHT THIS WALL FROM 1 ST FLR SUBFLOOR HARDI-PLANK SIDING w./ g'-4 1 /2" 6" EXPOSURE 1/2" DOW SHEATHING 1/2" OSB @ STRUCTURAL R-15 BATT INSUL. w./ POLYWRAP TYPICAL EXTERIOR WALL 2"X4" - 16"o.c. STUDS 1/2" DRYWALL VENTILATION TUBES (RUN ENTIRE LENGTH OF 19 7/16" DEEP TRUSS) V-3„ TAIL 1'-3" TAIL V-8" 7 1/2" (HEAL OH 10'-0 1/2" R-19 INSUL. 3/4" T&G OSB USE 1/4" LUAN OVER SUBFLOOR (GLUED) IN AREAS OF VINYL FLOOR USE 1/4" LUAN OVER 3/4" T&G OSB IN AREAS OF VINYL FLOOR SUBFLOOR (GLUED) R-19 INSUL. APPROX. GRADE - 2"x10" 16" O.C. 2"x10" - 16" O.C. APPROX. GRADE 2"X6" TREATED 2"X6" TREATED MUD SILL SILL SEALER 2"x6" - 16"o.c. FRAMED 2"x6" - 16"o.c. FRAMED MUD SILL SILL SEALER I I INSUL. TOP CRS. BEARING COMMON WALL BEARING COMMON WALL INSUL. TOP CRS. w./ 1/2" SOUND BRD. EXT. SIDE w./ 1/2" SOUND BRD. EXT. SIDE 7-7 I R-19 BATT INSUL. w./ POLYWRAP R-19 BATT INSUL. w./ POLYWRAP 12 - CRS OF & 5/8" DRYWALL BASEMENT & 5/8" DRYWALL BASEMENT 12 - CRS OF I 12" CONC. BLK. 8'-2 SIDE ON 26"w X 8" CONC. FT'G 5/8" SIDE ON 26"w X 8" CONC. FT'G 8'-2 12" CONC. BLK. 5/8" I REINFORCE BL'K WALL REINFORCE BL'K WALL I vv./ #8 ST'L RODS SPACED w./ #8 ST'L RODS SPACED 64" o.c. OR EQUAL 64" o.c. OR EQUAL DOUBLE DOUBLE TREATED TREATED SOLE SOLE I 3" CONIC. FLOOR OVER 5 - MIL VAPOR BARRIER PLATE PLATE 3" CONC. FLOOR OVER 5 -MIL VAPOR BARRIER ----------------.. ::..<<.---------------------------------------------------------------------------------� i-------------------------------------------------------------------------- --� 4" GRAVEL 4" GRAVEL TYPICAL SECTION VIEW SCALE: 3/8" = V-0" 8'-1 1/8" 3-2"x12" HEADER 4" 3'-4 3/4" V-9 3/4" (TOP OF HDR 8'-10 3/8" TAIL FROM 1 ST FLR SUBFLOOR) 12 EXTEND 2ND FLR JOISTS TO 6 HEADER -USE HANGERS 31 HEEL r11/2" 2"x10" - 16" o.c. 1"x6" TRIM 4" I 2'-0" 3'-4 3/4"' 6"x6" 5'-4 3/4" I WOOD 7'-4" I POST 4 O.H. I I I 8'-10 3/8" 8'-1 1/8" 111x12" TRIM I FxF BOX -OUT I POST w./ 201,x20" I BRICK PEDESTAL 1"x3" TRIM 2'-6" 2"x10" - 16" 0.0. 8'-2 5/8" 1'-10 1/4" HEEL 2 - 1 3/4"x16" FLUSH MICRO -LAM HEADER - RAISE 2ND FLR SOLE PLATE DETAIL-"C" 8'-1 1 /8" 2"x10" - 16" o.c. 12 6 JOB -BUILT FLAT CEILING - 1'-10 1/4" HEEL V_7 7/1 2 - 1 3/4"x9 1/2" DROP MICRO - LAM HDR 8'-1 1 /8" 6-3 3/8" 8'-1 1 /8" 2"x10" - 16" o.c. APPROX. 6-3 3/8" HIGH KNEE WALL 14-RISERS @ APPROX. 5 7/8" -- 10 1/2" TREADS 42" HIGH 2"x10" - 16' o.c. w./ 9" RUNS i , HALF 11 ,--------- ----- WALL I II PLATFORM _ -� W./ RISER 8'-1 1 /8" II I I I �I FLAT 2"x12" �I �� HEADER 2"x10" - 16" o.c. I 9'-6 1/4"- 6'- 11 3/4" 6-2 8 2 5/8 STAIRS10 1/2" TREADS w./ 9" RUNS DETAIL 14-RISERS @ APPROX. 7 3/4" ,,4„ OH ALUM. GUTTERS & DOWNSPOUTS ALUM. FASCIA OVER 2"X8" ALUM. SOFFIT w/ VENTING (PER CODE) NOTE: 10'- 0 1/2" PLATE HEIGHT GARAGE WALLS FROM TOP OF CONC. WALL GRADE - VARIES @ GARAGE WATERPROOFING & BACKPLASTER 1" (R-5) STYROFOAM INSUL. (GRADE TO FOOTING), VERIFY HEAT CALCS -12" MIN. STONE 3" DIA. DRAIN TILE w./ BLEEDERS 8'-0" o.c. 24"X8" CONC. FT'G. GARAGE FLOOR ABOVE DROPPED — TOP OF GARAGE CONC. WALL DROPPED 8" FROM BSM'T TOP OF WALL DETAIL-"6" DETAIL Note to all contractors: All effort has been made in the preparation of this set of working drawings to reflect the building requirements of state and local building codes, although it is the ultimate responsibility of each individual contractor to use building practices and materials that meet or exceed all state and local building codes within there respective trade. City of Muskego Plan Commission Supplement PC 044-2011 For the meeting of: November 1, 2011 REQUEST: Extraterritorial Release of Restriction NE'/4 of Section 25, Town of Vernon PETITIONER: Mark A. Cartwright INTRODUCED: November 1, 2011 LAST AGENDA: N/A PREPARED BY: Adam Trzebiatowski, AICP BACKGROUND PC 044-2011 Extraterritorial CSM 10612 was approved by the City in 2008. The owner wanted to request a change to a County requirement to the CSM so they had a Release of Restriction document drafted. The County is requiring this document to be signed off by the City of Muskego since it falls under our extraterritorial review authority. The property is located in the Town of Vernon. STAFF DISCUSSION PC 044-2011 Waukesha County originally required a note/restriction to be listed on the CSM relating to a basement elevation restriction due to high ground water. Since that time, new information has been gathered and the elevation has been lowered by the County. Due to this, a Release of Restriction document needs to be approved by the City of Muskego to formally state that we do not have a problem with the proposed CSM restriction removal. This was and is not a concern to the City of Muskego and it does not affect us in any way, especially relating to surface drainage. STAFF RECOMMENDATION PC 044-2011 Approval of Resolution # PC 044-2011 RESOLUTION #P.C. 044-2011 APPROVAL OF A RELEASE OF RESTRICTION FOR EXTRATERRITORIAL CSM 10612 LOCATED IN THE NE'/4 OF SECTION 25 IN THE TOWN OF VERNON WHEREAS, On October 27, 2011 a Release of Restriction document for a previously approved Extraterritorial Certified Survey Map (CSM 10612) was submitted by Mark A. Cartwright for a property located in the NE'/4 of Section 25, Town of Vernon, and WHEREAS, This property is located within the jurisdiction of the extraterritorial powers of the City of Muskego and approval by the Plan Commission is necessary for this Release of Restriction document per Waukesha County, and WHEREAS, The Release of Restriction document relates to the required basement height above the ground water table for this property, and WHEREAS, The Town of Vernon must also review/approve said document since it falls within their jurisdiction. THEREFORE BE IT RESOLVED, That the Plan Commission approves the Release of Restriction document for a previously approved Extraterritorial Certified Survey Map (CSM 10612) submitted by Mark A. Cartwright for a property located in the NE '/4 of Section 25, Town of Vernon, and recommends the same to the Common Council. Plan Commission City of Muskego Adopted: Denied: Deferred: Introduced: November 1, 2011 ATTEST: Kellie McMullen, Recording Secretary RELEASE OF RESTRICTION (Certified Survey Map 10612) LEGAL DESCRIPTION: Lot 2 of Certified Survey Map 10612, being a redivision of Lot 2 of Certified Survey Map No. 9342 and adjacent lands, being a part of the NE % and NW 1/4 of the SE %4 and the SW % of the NE %4 of Section 25, Township 5 North, Range 19 East in the Town of Vernon, Waukesha County, Wisconsi VNT 2113.983.014 deleted and absorbed by the following Parcel Identification Number (PIN): ' VNT 2113.983.016 Name and Return Address: Andy J. Cartwright S99 W22265 Cartwright Ct. Big Bend, WI 53103 Mark A. Cartwright S99 W22225 Cartwright Ct. Big Bend., WI 53103 RELEASE OF NOTEIRESTRICTION FROM (Certified Survey Map 10612), TOWN OF VERNON WHEREAS, (Certified Survey Map 10612), is an approved land division in the Town of Vernon, Waukesha County, Wisconsin, recorded on November 6, 2008, in the Waukesha County Register Deeds Office as Document No. 3608927; WHEREAS, in order to comply with conditions of approval, the certified survey map contained the following restriction; Based on a Seasonal High Groundwater Determination Report Prepared by Harry Butler, P. E. on May 19, 2008, the basement of any residence to be constructed on Lot 2 must be at or above an elevation of 798.8 ft above mean sea level, WHEREAS, the required basement floor elevation set forth in that restriction was established to ensure that the basement floor elevation of any residence constructed on Lot 2 would be a minimum of one (1) ft. above the estimated seasonal high groundwater elevation as required under the Waukesha County Storm Water Management and Erosion Control Ordinance, and WHEREAS, Butler Engineering, Inc. has re-evaluated the soils data of soil boring #14 taken on Lot 2 on May 13, 2008, and determined the estimated elevation of historic high groundwater at the proposed house location on Lot 2 to be at 793.7 ft. above mean sea level. The undersigned hereby release and waive the above -noted restriction provided it is replaced with the following restriction: Based on a Seasonal High Groundwater Determination Report Prepared by Harry Butler, P.E. on October 12, 2011, the basement floor of any residence to be constructed on Lot 2 must be above an elevation of 794,7 ft. above mean sea level. Owner's Approval, Mark A. Cartwright r Signed. TOWN OF VERNON BOARD Owner's Approval, Andy J. Cartwright Signed; This Release of Restriction was approved by Town Board Action the day of 120 Michael Doble, Town Chairman Marie V. Kumershek, Town Clerk TOWN OF VERNON PLAN COMMISSION This Release of Restriction was approved by Plan Commission action the Michael Doble, Town Chairman day of , 20 Marie V. Kumershek, Town Clerk CITY OF MUSKEGO PLAN COMMISSION EXTRATERRRITORiAL APPROVAL This Release of Restriction was approved by the City of Muskego Plan Commission this day of 20 Kathy Chiaverotti, Chairman Kellie McMullen, Recording Secretary CITY OF MUSKEGO COMMON COUNCIL EXTRATERRITORIAL APPROVAL This Release of Restriction was approved by the City of Muskego this day of .20 Kathy Chiaverotti, Mayor City Clerk 1 Treasurer Siren Mti ajRr WAUKESHA COUNTY DEPARTMENT OF PARKS AND LAND USE This Release of Restriction was approved by the Waukesha County Department of Parks and Land Use on this day of , 20_ Dale R. Shaver, Director This instrument was drafted by: Waukesha County Department of Parks and Land Use NAPRKAN DL UT la n n i ng and Zoning\Admin forms lists deed restrictionsUeed Restrict Declar Res rict AM d avits\Re lease of Re st rictions\Ca rtwrig ht Release of Restriction 10 21 11 vnt.doc City of Muskego Plan Commission Supplement PC 041-2011 For the meeting of. November 1, 2011 REQUEST: Four (4) Lot Land Division — Birkley Property W144 S7931 Durham Drive / Tax Key Number 2213.984.001 NE'/4 of Section 14 PETITIONER: Michael Birkley INTRODUCED: November 1, 2011 LAST AGENDA: N/A PREPARED BY: Jeff Muenkel, AICP BACKGROUND PC 041-2011 The petitioner is proposing to divide one parcel by Certified Survey Map to create four (4) parcels. The lots will range in size from 30,949 SF to 188,786 SF. Lot 2 contains an existing home, Lot 3 contains an existing garage, and Lot 1 and 4 are vacant. PLAN CONSISTENCY PC 041-2011 Comprehensive Plan: The 2020 Plan depicts the area for Medium Density Residential uses. The proposal is consistent with the Plan. Zoning: The property is currently zoned RS-2 — Suburban Residence District, which requires a minimum lot sizes of 20,000 SF and average lot width of 110 feet per lot when sewered and minimum lot sizes of 40,000 SF and average lot width of 220 feet per lot when unsewered. The proposal is consistent with the Plan as Lot 4 will remain unsewered. Parks and Conservation Plan: The 2007-2011 Plan does not depict any park areas on this site. The proposal is consistent with the Plan. Street System Plan: Right-of-way is being dedicated as part of the CSM. Summertime Lane has been reviewed by the Public Works Committee in October and it was found that past approvals apply which consist of the petitioner adding approximately 50 feet of asphalt stemming from Schultz Lane and then gravel drive back to the end of Summertime Lane. Further, a restriction must be put on Lot 2 stating that all access to Lot 2 must be off of Schultz Lane. Lastly, deed restrictions must be approved and recorded against all properties on Summertime Lane explaining owners' responsibilities of the maintenance of Summertime Lane which will be at the responsibility of owners along Summertime Lane solely, not the city. The cul-de-sac bulb previously dedicated along Laura Lane is subject to an Engineering Dept. approved gravel drive by the time any building permits are issued for Lot 4. Adopted 208 Sanitary Sewer Service Area: Lot 4 will be served by a private sewer system and Lots 1-3 will be publicly sewered. The proposal is consistent with the Plan. Water Capacity Assessment The lots will be served by a private well. The proposal is consistent with District: the Plan. Stormwater Management Plan: A grading plan will need to be submitted to the Engineering Department before building permits can be issued. DISCUSSION PC 041-2011 Upon initial review of the CSM, the bulk requirements of the code appear to be met. Final engineering review is pending and any review comments will need to be addressed before the CSM can be signed by the City and recorded. Staff recommends approval subject to meeting all technical corrections received from the Engineering Division. The Resolution is drafted accordingly. The resolution does read the following about the accessory garage use that will be the only use left on Lot 3 when the new CSM boundaries are recorded: BE IT FURTHER RESOLVED, That the garage on Lot 3 must be removed within one year of the recording of the CSM unless a new primary use (new residential structure) is actively being constructed by this time. The Public Works Committee has reviewed the improvements required as of October 2011 and found the following: Summertime Lane has been reviewed by the Public Works Committee in October and it was found that past approvals apply which consist of the petitioner adding approximately 50 feet of asphalt stemming from Schultz Lane and then gravel drive back to the end of Summertime Lane. Further a restriction must be put on Lot 2 stating that all access to Lot 2 must be off of Schultz Lane. Lastly, deed restrictions must be approved and recorded against all properties on Summertime Lane explaining owners' responsibilities of the maintenance of Summertime Lane which will be at the responsibility of owners along Summertime Lane solely, not the city. The cul-de-sac bulb previously dedicated along Laura Lane is subject to an Engineering Dept. approved gravel drive by the tie any building permits are issued for Lot 4. STAFF RECOMMENDATION PC 041-2011 Approval of Resolution PC 041-2011 Resolution #PC 041-2011 Supplemental Map w PD�4�7 .•� RS-2 SUMMERTIME - v{ LAURA LN —SCHUL ... N I 2 i BL-1: 5 rt 0 Seal125- ,.� 2:. 500 Feet e: **''��50T LEGEND Agenda Item(s) COLLEGE Property Owner: Property ■ I Zoning Districts Michael Birkley s� E /111%/ Right-of-way W144 S7931 Durham Drive aNE Area of Interest Hydrography =P Aerial Photo Date: April 2010 5 1 �tA ['firm III Prepared by City of Muskego M L.7 Lsk �.�n Planning Department . ►. 1012512011 RESOLUTION #P.C. 041-2011 APPROVAL OF A FOUR LOT CERTIFIED SURVEY MAP FOR THE BIRKLEY PROPERTY LOCATED IN THE NE'/4 OF SECTION 14 (TAX KEY NO. 2213.984.001 / W144 S7931 DURHAM DRIVE) WHEREAS, On October 14, 2011 a Certified Survey Map was submitted by Michael Birkley for a four (4) lot land division located in the NE 1/4 of Section 14 (Tax Key No. 2213.984.001 / W144 S7931 Durham Drive), and WHEREAS, The two parcels vary in size from 30,949 to 188,786 SF, and WHEREAS, Said property is currently zoned RS-2 — Suburban Residence District which requires minimum lot sizes of 20,000 SF and average lot width of 110 feet per lot when sewered and minimum lot sizes of 40,000 SF and average lot width of 220 feet per lot when unsewered, and WHEREAS, The 2020 Plan depicts the area for Medium Density Residential uses and the proposal is consistent with the plan, and WHEREAS, Lot 4 will be served by a private sewer system and Lots 1-3 will be publicly sewered, and WHEREAS, Lot 2 contains an existing home, Lot 3 contains an existing garage, and Lot 1 and 4 are vacant. THEREFORE BE IT RESOLVED, That the Plan Commission approves of a Certified Survey Map submitted by Michael Birkley for a four (4) lot land division of the property located in the NE '/4 of Section 14 (Tax Key No. 2213.984.001 / W144 S7931 Durham Drive), subject to resolution of technical discrepancies as identified by the City Planning Department and City Engineers, and payment of all applicable fees in Section 18.14(3) of the Land Division Ordinance and outstanding assessments if applicable. BE IT FURTHER RESOLVED, That the garage on Lot 3 must be removed within one year of the recording of the CSM unless a new primary use (new residential structure) is actively being constructed by this time. BE IT FURTHER RESOLVED, That all technical corrections from the City will need to be addressed before the Certified Survey Map can be signed and recorded. BE IT FURTHER RESOLVED, That a digital file of this CSM shall be submitted to the City in accordance with Common Council Ordinance No. 1118 and Resolution 196-2002. Plan Commission City of Muskego Adopted: Defeated: Deferred: Introduced: November 1, 2011 ATTEST: Kellie McMullen, Recording Secretary CERTIFIED SUR YES MAP NO BEING A REDIVISION OF LOT 1 OF SERTIFIED SURVEY MAP NO. 10637, BEING A PART OF THE NW 114 OF THE NE 114 OF SECTION 14, T 5 N, R 20 E, IN THE CITY OF .VUSKEG0, WA UKESHA COUNTY, WISCONSIN. SCALE.•1' 150' 0 100' 200' 300' ------------------ SCHULTZ LANE g OI 00555" E h h i j I15.00' 129. rI' ItQ�� Vi so• I �4� 30X30' Vl • COR ESA!' .... ....... .... NE'CORNER NE 1/4 SEC i4-5 O o MdAlUMENT o Po iW'/ BRASS CAP N ' 7 E 0,,511,898.12 j _ � 165 .. 1 I i 2I9 gs, i ' I12-I49.A9' ' N 09°t�j�. r A=53*0740" I4 f L=13908' 1 B-S65°3554'E' ff0' CCh=1.34.15 00 i LOT r a ,PREPARED BY• Vl I 1 PAfIM I 3 9717 0 PARCEL $ �i I CHRISTOPHER J KUNKEL S-1755 x 4 CR=S3l1°3,258'k EDG 1,R-L/EYING INC —\ a W p Ch=.94•38' 1419 EEECHWOOII TkA-JL NEW BERLIN,, WI 53151 n o h I I (262)366-5749 edge oodsurveying®a t t.net `I I PRE ARED FOR: MIClf AEL BIRKLEY I W15 S7814 LADWIG DRIVE cp N i ; I MUS{`EGO WI 53150 LOT 2 • _Djj7TES1 "IRON PIPE FOUND �: \ • n -DEArO�' 1 X18" IRON PIPE SET WEIGHINb. 1 13 LBS/LIN FT I BEAi2INCS � F'Ef2 TO THE WISCONSIN �: STATE PLAN COORDINATE SYSTEM- U ` SOUTH ZON IN WHICH THE NORTH LINE OF T IJ`4iiB�4— i I `BEARS � 5O'16 E' i 1 SEE SHEET 5 OF 5 FOR WETLAND COURSE'S AND RE•STRIETIONS. LOT.? i NCORNER NEs�111i1i{iiFliliillF)jljllfi 4 SEC AIlAfU6lIsNT^5-20 ;` iV LIN$ NE 1 4 SEC 14-5--2a S 01 05 55" E 611.26' I �: 309.99' � L UNPLATTER LANDS o� �CU 11.68' 10001021, W a 01 os 4 SHEET 1 OF 5 THIS INSTRUMENT DRAFTED BY CHRISTOPHER J KUNKEL S-1755 CERTIFIED SURVEY MAP NO. BEING A REDIVISION OF LOT 1 OF CERTIFIED SURVEY MAP NO. 10637, BEING A PART OF THE NW 1/4 OF THE NE 1/4 OF SECTION 14, T 5 N, R 20 E, IN THE CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN. SURVEYOR'S CERTIFICATE I, Christopher J. Kunkel, Registered Land Surveyor, do hereby certify: That I have surveyed, divided and mapped a redivision of Lot 1 of Certified Survey Map. No. 10637, being a part of the NW 1/4 of the NE 1/4 of Section 14, T 5 N, R 20 E, in the City of Muskego, Waukesha County, Wisconsin, bounded and described as follows: Commencing at the northwest corner of said NE 1/4 Section 14; thence SO1 °05'55"E along the west line of said NW 1/4 Section 14, 611.26 feet to the place of beginning of the lands to be described; thence N87°54'05"E, 697.85 feet; thence N09°57' 14"E, 489.85 feet to a point on the south line of Summertime Lane; thence S39°02'04"E along said south line, 40.00 feet; thence 139.08 feet along said south line and the arc of a curve to the left whose center is to the northeast, whose radius is 149.99 feet, and whose chord bears S65°35-54"E, 134.15 feet; thence N87°50' 16"E along said south line, 389.00 feet to a point on the west line of Schultz Lane; thence SOI°05'55"E along said west line, 238.71 feet; thence S87°54'05"W, 480.16 feet; thence SO1°05'55"E, 309.99 feet to a point on the northwesterly line of Laura Lane; thence 268.38 feet along said northwesterly line and the arc of a curve to the left whose center is to the southeast, whose radius is 60.00 feet and whose chord bears S37°32'58"W, 94.38 feet; thence S88009'05"W, 228.05 feet; thence NO1°00'02"W, 11.68 feet; thence S87°54'05"W, 559.30 feet to a point on the west line of said NE 1/4 Section 14; thence NO1°05'55"W along said west line, 221.00 feet to the place of beginning. Said lands containing 339,873 square feet, or 7.802 acres of land, more or less. That I have made such survey, land division and map by the direction of Michael Birkley, owner of said land. That such map is a correct representation of all exterior boundaries of the land surveyed and the land division thereof made. That I have fully complied with the provisions of Chapter 236 of the Wisconsin State Statutes and Chapter 18 of the City of Muskego Land Division Ordinance in surveying, dividing and mapping the same. g CHRISiOPH Date: � €� I KUNVEL Christoph J(5el S-1-5 s"1 WAUKESHA, f CERTIFICATE OF CITY TREASURER illllfllllllyi1111 1,Kirn Chavie, being the duly elected, qualified, and acting City of Muskego Treasurer, do hereby certify that in accordance with the records in my office, there are no unpaid taxes or unpaid special assessments as of this day of , 20 _ J on any of the land included on this map. Date: Kim Chavie-City Clerk/ Treasurer Sheet 2 of 5 CERTIFIED SURVEY MAP NO. BEING A REDWISION OF LOT 1 OF CERTIFIED SURVEY MAP NO. 10637, BEING A PART OF THE NW 1/4 OF THE NE I14 OF SECTION 14, T 5 N, R 20 E, IN THE CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN. OWNER'S CERTIFICATE OF DEDICATION I, Michael Birkley, as owner, do hereby certify that I have caused the land described on this map to be surveyed, divided, mapped and dedicated as represented on this map. I also certify that this Certified Survey Map is required to be submitted to the following for approval: City of Muskego IN WITNESS WHEREOF, Michael Birkley, owner, has caused these presents to be signed by, on this day of In the presence of: Witness STATE OF WISCONSIN ) COUNTY OF WAUKESHA j Personally came before me this Michael Birkley day of 20 _ , the above named Michael Birkley, owner, and to me known to be the person who executed the foregoing instrument and acknowledged the same. Notary Public - State of Wisconsin My commission expires: PLAN COMMISSION APPROVAL APPROVED by the Plan Commission of the City of Muskego by Resolution No. T on this day of Kathy Chiaverotti, Chairman Kellie Renk, Recording Secretary 20_ CHRISTOPHER J. i?tJN�E - Ui6i,R►,,�V1,1 Sheet 3 of 5 CERTIFIED SURVEY MAP NO. BEING A REDIVISION OF LOT I OF CERTIFIED SURVEY MAP NO. 10637, BEING A PART OF THE NW 1/4 OF THE NE 1/4 OF SECTION 14, T 5 N, R 20 E, IN THE CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN. CONSENT OF CORPORATE MORTGAGEE CIS BANK a corporation duly organized and existing under and by the laws of the State of Wisconsin, mortgagee of the above described land, does hereby consent to the surveying, dividing, mapping and dedication of the land described in the foregoing instrument of Christopher J. Kunkel, a Registered Land Surveyor, and does hereby consent to the above certification of Owners. IN WITNESS WHEREOF, the said US BANK has caused these presents to be signed by , its President, and countersigned by . its Secretary (cashier), at _ . Wisconsin and its corporate seal to be hereunto affixed this day of , 20 IN THE PRESENCE OF: Witness Witness STATE OF WISCONSIN ) SS WAUKESHA COUNTY j PERSONALLY, came before me this day of .20— __ __, of the above named corporation and acknowledged that they executed the foregoing instrument as such officers of said corporation by its authority. Notary Public -State of Wisconsin My con n isslon expires �}�lAr�i: �►{t3 a s t� 3� s� r�r�rrr�,fi ='�Z CHRISTCPtiER J. It U�tr -1 = Sheet 4 of 5 CERTIFIED SURVEY MAP NO. BEING A REDIVISION OF LOT 1 OF CERTIFIER SURVEY MAP NO. 14637, BEING A PART OF THE NW 1 /4 OF THE NE 1 /4 OF SECTION 14, T 5 N, R 20 E, IN THE CITY OF MUSKEGO, WAUKESHA COUNTY, WISCONSIN. WETLAND AREA RESTRICTIONS: THOSE AREAS OF LAND WHICH ARE IDENTIFIED AS WETLAND AREAS OF THIS CERTIFIED SURVEY MAP SHALT, BE SUBJECT TO THE FOLLOWING RESTRICTIONS: 1. GRADING AND FILLING SHALL BE PROHIBITED. 2, THE REMOVAL. OF TOPSOIL OR OTHER EARTHEN MATERIALS SHALL BE PROHIBITED OTHER THAN DNR APPROVED ENHANCEMENTS. 3. THE REMOVAL OR DESTRUCTION OF ANY VEGETATIVE COVER, i . e. , TREES, SHRUBS, GRASSES ETC., SHALL BE PROHIBITED WITH THE EXCEPTION OF THE REMOVAL OF DEAD, DISEASED OR DYING VEGETATION AT THE DISCRETION OF LANDOWNER, OR SILVICULTURAL THINNING UPON THE APPROVAL OF A NATURALIST, THE APPROVAL OF THE CITY OF MUSKEGO, AND THE WAUKES14A CO. DEPT. OF PARKS AND LAND USE, PLANNING AND ZONING DIVISION. 4. GRAZING BY DOMESTICATED ANIMALS, i. e., HORSES, COWS, ETC., SHALL BE PROHIBITED. 5. THE INTRODUCTION OF PLANT MATERIAL NOT INDIGENOUS TO THE EXISTING ENVIRONMENT OF THE NATURAL AREA SHALL BE PROHIBITED. 6. PONDS MY BE PERMITTED SUBJECT TO THE APPROVAL OF THE CITY OF MUSKEGO AND, IF APPLICABLE, THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES AND THE ARMY CORP OF ENGINEERS. 7. CONSTRUCTION OF BUILDINGS IS PROHIBITED. WETLAND PROTECTION OFFSET RESTRICTIONS: 1. THOSE AREAS SHOWN AS WETLAND PROTECTION OFFSET AREAS ON THIS CERTIFIED SURVEY MAP ARE SUBJECT TO CHAPTER 17, SECTION 5 OF THE MUSKEGO MUNICIPAL CODE. COARSE BEARING DISTANCE I S 85'00 43" E 10.58' 2 S 70 35 59" E 37 75' 3 S 42'15'20" E 0903' 4 S 055442" E 44.85' 5 S 12'19 42" E 91.13' 6 S 00013 55" E' 9 82, 7 S 14 °54'12" W 27.59' 8 S 69'5648" E 9.70' 9 N 60'20 54" E .2785' 10 S 11 3045" W 87.31' 11 S 26056'16" IV 43.,22' 12 S 41 °03 51 " W 90. 78, 13 S 20'1.2'14" W 94.91' 14 S 45 41 '18" W 39 97, 15 S 8I50110" W 27.94' 16 N 51 °14'23" W 47..17' 17 N 80'06'50" W 34.85' 18 S 84 30 30" W 3657' 19 N 89 34'29" W 30.83' 20 S 79'20'26" W 45.23' 21 S 73 2251 " W 43 45' 22 S 75°44 31 " W 65.12' 23 S 70'1039" W 47.98' 24 N 863631 " W 41.32' 25 N 89'25'32" W 36.64' 26 S 87 56 50" W 61. 70' 27 S 83'3936" W 58.94' 28 S 8058'05" W 61.01' 29 S 85'23'18" W 28.54' 30 S 89°1112" W 1 59.87' 31 N 6604054" W j IZ05' t�`ti\i�E`llttlllii$il i i liil►i1)!�I,/Z CHRISTOPHER J. . KUNKEL S-1755 WAU K H , I �f�11III ►lllUit114i1117j1111, Sheet 5 of 5 City of Muskego Plan Commission Supplement PC 043-2011 For the meeting of: November 1, 2011 REQUEST: Approval of an Amendment to a BSO for a Sporting Clay Range Building S90 W13960 Boxhorn Drive / Tax Key No. 2254998004 NE'/4 of Section 24 PETITIONER: Zachary Runge, Boxhorn Sportsmen's Club INTRODUCED: November 1, 2011 LAST AGENDA: N / A PREPARED BY: Jeff Muenkel, AICP BACKGROUND PC 043-2011 Please find herein a request to build a "5 STAND" sporting clay range building at the existing Boxhorn Sportsmen's Club located along Big Muskego Lake next to the Muskego leased boat launch. The submittal includes narrative, site plan, and building elevations. DISCUSSION PC 043-2011 The request is to build a "5 STAND" sporting clay range building at the Boxhorn Gun Club. The building is to provide a comfortable waiting/viewing area, an extremely safe shooting layout, and additional storage for the Boxhorn Gun Club. The Club provides NSCA 5-STAND sporting events consisting of targets shot in 25 bird increments from five shooting stands with each shooter rotating from station to station and the proposed building is said to aid in these events. The proposed building is to be erected behind the trap boxes for a great viewing angle of the trap shooting events. The proposed structure is to be made of like materials to the rest of the structures on the site. No operation changes of the Boxhorn Sportsman's Club are proposed. No complaints regarding the Boxhorn Sportsman's Club have been fielded in the Community Development Department in the past years. STAFF RECOMMENDATION PC 043-2011 Approval of Resolution #PC 043-2011 Resolution #PC 043-2011 LEGEND Agenda Item(s) Property ■ I Zoning Districts Right-of-way Hydrography Aerial Photo Date: April 2010 Prepared by City of Muskego Iti sk �.�n Planning Department L,7 L. ►. 1012712011 Supplemental Map Petitioner: Zachary Runge S90 W13960 Boxhorn Drive Ago +� RESOLUTION #P.C. 043-2011 APPROVAL TO AMEND THE BUILDING, SITE, AND OPERATION PLAN TO ALLOW A SPORTING CLAY RANGE BUILDING FOR BOXHORN SPORTMEN'S CLUB AT THE PROPERTY LOCATED AT S90 W13960 BOXHORN DRIVE (TAX KEY NO. 2254.998.004) WHEREAS, A request to build a "5 STAND" sporting clay range building has been submitted by Zachary Runge for the Boxhorn Sportsmen's Club located at S90 W13960 Boxhorn Drive, and WHEREAS, The proposed building will provide a comfortable waiting/viewing area, an extremely safe shooting layout, and additional storage for the Boxhorn Gun Club, and WHEREAS, The Boxhorn Gun Club provides NSCA 5-STAND sporting events consisting of targets shot in 25 bird increments from five shooting stands with each shooter rotating from station to station and the proposed building will aid in these events, and WHEREAS, The proposed structure is to be made of like materials to the rest of the structures on the site. THEREFORE BE IT RESOLVED, That the Plan Commission approves the request to build a "5 STAND" sporting clay range building for the Boxhorn Sportsmen's Club located at S90 W13960 Boxhorn Drive. BE IT FURTHER RESOLVED, That a copy of said plans be kept on file in the Building Department and that all aspects of this plan shall be maintained in perpetuity unless otherwise authorized by the Plan Commission. BE IT FURTHER RESOLVED, That failure to comply with the approval contained in this resolution shall result in the imposition of fines of $100 per day, the initiation of legal action, or both. Plan Commission City of Muskego Adopted: Defeated: Deferred: Introduced: November 1, 2011 ATTEST: Kellie McMullen, Recording Secretary - - - - - -n -,- - - Ito C, 52.536' N. 89009 30" E N.89*09'30"W --7, 214,321' k. TRAP PRO POSEV 6•smwb 7 A. TRAP 94o ra�Ae 0'E 09 Tad'/--vp cv cl) Pf ILI V- to co Cf w �Wt' i V, pe) PARCEL NO. 2 5-007AC, co 0. + - S;89* 04'00"W. 760. 5 3 1' 89*04'00 W- ZB 1, 2 50' BOXHORN DR. S�89'04'00"W 7 70. 00' 5'69-04-'o0 W. 283-87' SEC, LINE �R20E 741 W7 AqT ?14 .......... Aso PARCEL No. 1 12.960 AC. I`j contestant whose conduct, in the sole opinion of shoot management, is unsportsmanlike or whose participation is in any way detrimental to the best interests of the shoot. 3. Disqualify any shooter from a shoot for misrepresentation of his/her status under the eligibility rules (SANDBAGGING). 4. Expel or disqualify any shooter physically assaulting a Field Judge or any shooter using abusive language to a Field Judge upon sufficient evidence presented. 5. The shoot management shall report to NSCA all cases of disqualification and expulsion and the reasons for the same. The circumstances under which any shooter is expelled from or disqualified from any NSCA function, event, or club will be reviewed by the Executive Director after giving the shooter involved an opportunity to be heard. The Executive Council will direct the Executive Director to notify the shooter, in writing, of his/her membership status: A) No action taken, B) Expul- sion/loss of membership for a term to be determined by the Executive Council, or C) Probation for one (1) year and if any other mishaps, immediate expulsion and loss of membership for one (1) year. The Executive Council can amend the length of expulsion or probation. Members may be suspended for failing to pay for goods orservices ordered from NSSA/NSCAMember Club or who give to NSSA/NSCA Member Club a check that is returned for insufficient funds or other cause. Members MAY BE reinstated upon receipt in full of the outstanding balance and any fees incurred, such as bank charges, as a result of the incident. The Executive Council can determine any penalties and/or suspensions as each case merits. (See I-13-4) 6. Any disqualified shooter or one that does not finish an event for any reason will remain as an entrant of said shoot for the purposes of awarding punches. V. NSCA 5-STAND SPORTING TM NSCA 5-STAND Sporting events consist oftargets shot in 25 bird increments from five shooting stands with each shooter rotating from station to station. The game offers several different skill lev- els and utilizes six or eight automatic traps to simulate game birds. Targets are released in a predetermined set sequence marked on a menu card in front of each shooting cage. Targets are registered separately under a special set of rules; however, they utilize the NSCA Classification system and all targets are included for total targets shot for the year. NSCA 5-STAND Sporting rules must be followed at all times while conducting this event. A. LAND 1. Minimum area 50 yards wide along shooting stand line. 2. Minimum 300 yards deep left and right ofthe center ofshooting. stand line creating an 80 degree arc for safe shot fall. (Game can be overlaid on a skeet and/or trap field.) B. EQUIPMENT 1. Six (6) or eight (8) automatic traps are recommended. 2. Machines should include a rabbit trap and a vertical trap (minimum 60 percent). 3. Five shooting stands not less than seven (7) feet tall and not more than 54 inches across the front opening. 4. One tower not less than twelve (12) feet in height is recom- 38 V-B-4 mended. 5. Controller (any NSCA approved). ] 6. Target sequence menu cards. 7. Trap location numbers. 8. Shooting stand numbers. 9. Safety rules sign. C. LAYOUT 1. Shooting stands must be in a STRAIGHT LINE (for safety) not less than four (4) yards apart or more than six (6) yards apart (recommended five (5) yards) center -to -center. 2. Trap placement and target flight paths may be arranged to include the following: a. Left to right crossing and/or quartering away target. b. Right to left crossing and/or quartering away target. c. Vertical target (Springing°Teal). d. Rabbit target. e. Tower target going away. f Incoming target. 3. For safety reasons, traps must be placed in a position that prevents broken targets from hitting the competitors orcaus- ing a competitors gun to be pointed in an unsafe direction. Traps placed parallel or too close to the shooting stand line can create a serious hazard. Recommended five yard mini- mum for any traps placed in front of shooting stands. Tower placement must be a sufficient distance back or to the side of the shooting stand line to prevent broken targets from falling on the competitors. Traps placed to the side of the shooting stand line should be a sufficient distance forward or behind the shooting stands to prevent competitors from selecting a hold point too close to the shooting stand line when calling for the target. 4. Multiple Layouts- When the squad moves to the next layout, the original first shooter will rotate to the end of the line; the rest of the shooters on the squad will move up (toward the first cage) one position, thus rotating who is the first shooter at each subsequent layout. D. RULES 1. Gun must be open and empty while changing stands. 2. Shooters may not leave their station until instructed to doso by the referee or until the last shooter has fired his/her last shot. 3. May only load gun while in shooting stand in ready position. 4. Shooter's feet must be behind the front openingofthe shooting stand except when changing stands. Shooters will be warned, a NO -BIRD will be called, continued disregard will result in losing a target or being disqualified. 5. No chokes may be changed after the round has begun. Failure to comply will result in loss of all targets attempted (in that round) after choke changed. 6. Target sequence menu cards must be posted. VI. AWARDS AND RECOGNITION A. 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