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Home My WebLink AboutMarch 2000H s T 0 R �r P R E s E R Nr A T 0 N M M 0 s s O N AGENDA OF THE MARCH 2000 MONTHLY MEETING 7TH Floor County -City Building County Commissioners Conference Room Monday, March 20, 2000 7:30 pm I. Call to Order II. Public Hearing A. Certificate of Appropriateness 1. 2000-0210 — 2, 515 Riverside Drive, landscaping. 2. 2000-0229, 112 S. Lafayette, lights. 3. 2000-0306,108N. Main, sign. 4. 2000-0306-2,1601 Kemble, windows & doors. B. Proposed_ Local Landmarks, 2°a Reading 1. 2300 Portage Avenue — Riverview Cemetery III. Regular Business A. Approval of Minutes ( January & February) B. Treasurer's Report C. Correspondence D. Committee Reports 1. Historic District 2. Historic Landmarks 1St Reading a. 405 N. Main — Masonic Temple b. 427 N. Main — Scottish Rites Temple c. 53233 Fir Road d. 52682 Currant Road — St. Joseph County Farm e. 51991 Ash Road f. 14309 Adams Road 3. Standards and Maintenance E. Staff Reports 1. Cof A Staff Approval (see attachment) 2. Legal 3. Miscellaneous Activities & Grants IV. Old Business A. 1999-1026 —1158 Lincolnway East, rear parking lot V. New Business VI. Hearing of Visitors VII. Announcements and Miscellaneous Matters VIII. Adjournment HPC MEETING MARCH 20, 2000 Please sign your name, address and telephone number. Take and Agenda. Welcome Name Address Telephone S60ok /3'?;� eo�Tc( 2.j 4. —\v- r 5.5ktAC2 C,4L.Vop; " 8. 9.1 PA, 12. 13. ILS 15. 16. 506S -Ig as 3/ lU . 02l c.� vJA-9 P. S� I CcI,rS6— 30 7 . i1i• /r�/c�f/G'� -�?`j6.dk-�-z 2-V U F--S`� 272 -0 966 �3 q O-8 Sg a3s-�-(7s 2-72 x(72 STAFF REPORT CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Application Number: 2000-0210-2 Property Location: 515 Riverside Drive Property Owner: Linda & Wes Magnuson Landmark or District Designation: LHD-RB Rating: C/9 Key Number: STATEMENT OF SIGNIFICANCE/HISTORIC CONTEXT Developers, S. Hammond and L. Whitcomb, built this house in 1906 as rental property. The developers eventually sold the house in 1909 to Emma Allen for $3,250.00. Miss Allen rented the house to Arthur & Myrtle Sturgis from 1909 to 1914, after which Emma Allen -Larson moved into the home with her new husband Otto Larson. Mrs. Larson resided in this house until 1955 when she moved, renting the house to Robert Yates until 1958 at which time the property was sold to Wilbur W. Thomas. Mr. Thomas was a supervisor at Dallas & Mavis. He resided in this house until 1965 when it was sold to Samuel Joseph Nati. Mr. Nati sold the property four months later to Bernard E. Kowalski, who converted the building back into a rental. He leased the house to various tenants until 1969 when he sold it to Mrs. Fredonia DeMan, widow of John F.C. DeMan. Mrs. DeMan resided at this address until her children placed her into a retirement home. Her guardians sold the house in 1976 to William Caparo and his wife, Christina. Mr. Caparo was a teacher with the South Bend Community Schools, he and his wife lived here until 1986 when they sold the house to Robert Yonto. Mr. Yonto owned the property until 1997 when he sold it to the current owners, Linda and Wesley Magnuson. RECOMMENDATION The Riverbend Local Historic District guidelines follow the rehabilitation model. The owner is proposing to terrace the front yard hill with 6X6 treated timbers, 3 tiers each 2' high by 4' wide on the south side and 22' wide on the north side. The proposed tiers will be edged by timbers and will be mulched with 1" to 1.5" washed river rock and will be filled in with assorted perennials. The guidelines for Riverbend state that all new work should be done in scale and design with the district. There are several other properties along Riverside Drive, which have terraced the front hill. The staff feels the project will not alter or destroy any historical features of the property and is with in the guidelines, thus, staff recommends approval. STAFF REPORT CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Application Number: 2000-0306 Property Location: 108 N. Main Property Owner: John Freidline Landmark or District Designation: LL Rating: 0/13 Key Number: STATEMENT OF SIGNIFICANCE/HISTORIC CONTEXT John Mohler Studebaker purchased lots 19 and 20 of the Original Plat of South Bend around 1908 with the intent of constructing a new modern office building. Mr. Studebaker was the vice president and treasurer of the Studebaker Manufacturing Company, later becoming the president. In 1909 he contracted Solon S. Beman, of Chicago, to design the building and H.G. Christman Company to build it. The architect, Mr. Beman, was designed Mr. Pullman's house and later Pullman, Illinois. He utilized steel, granite, glazed terra cotta and many classical decorative features in his design, which was finally realized in 1910. Upon it's opening the first floor of the building contained commercial businesses while the remaining seven floors were rented office space. John Studebaker owned the building until his death in 1917 when it passed into the hands of a trusteeship set up by his will. The members included, John Studebaker Jr., Frederick Fish and George Witwer. They retained control of the building until 1936 when they relinquished ownership to John Studebaker III who sold the building to Eugene Warner for $175,000.00, later that same year. Mr. Warner owned the structure until his death in 1946 at which time control of the building went to First Bank & Trust as trustees. They sold the building to AGA Realty Company who immediately began plans for a complete interior renovation. As the plans got underway they were expanded to include a two to three story annex to the north fagade. By 1973 AGA Realty Company had to sell the structure to the Economic Development Company, who complete the remodeling in 1975. The building continued to change ownership through out the 1970s and 1980s until it was sold in 1995 to the current owners John and Donna Freidline. MSKIUUV i C Ii .-N1 nW The Local Landmarks guidelines follow the rehabilitation model. The owner is proposing to install a pizza sign between the second and third floor of the north fagade. The applicant has applied to erect a 2'x4' red, green and white sign with "pizza" written in black letters. However, the drawings submitted show a 3'x6' sign. When asked about this inconsistency Mr. McHugh stated that he would speak to the sign contractor and get back with the Commission Staff. The staff has since tried to contact both Mr. McHugh and the sign contractor with no luck. As a result the staff has to go by what is on the actual application, i.e., a 2'x 4' sign. Furthermore the applicant has also failed to include information pertaining to how the sign will be lit, how it will be attached to the building and powered and how deep the sign is. Staff recommendations must be made in accordance with the guidelines set for each property and to apply them to all applications. Because of this the staff does not require any more specifications on the sign do to the fact that another sign would violate Local Landmark Guidelines, which clearly states that a business in a landmarked building is only allowed one suitable sign. The business in question already has a sign in the form of an awning, thus the staff has to recommend denial of the application. STAFF REPORT CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Application Number: 2000-0306-2 Property Location: 1601 Kemble Property Owner: Housing & Development Corporation of St. Joseph County Landmark or District Designation: LL Rating: 0/13 Key Number: 18-1008-0331 STATEMENT OF SIGNIFICANCE/HISTORIC CONTEXT The Toth State Bank constructed this commercial building in 1924. It was designed by South Bend architect Walter W. Schneider who was responsible for many significant local structures including the Natatorium and the River Park Theater. George Toth founded Toth State Bank, in May 2, 1921 with original capital of $50,000.00. Mr. Toth was involved in several businesses including, real estate, insurance and foreign money exchange and was also a steamship agent. Directors included Toth, Miholich, Steve Gar acz, Teophil Drobny, Joseph J. Kovacs and Frank Lassu. Mr. Lassu became president of the institution and was also president of Eagle Furniture Company at 239-241 Chapin Street. Mr. Drobny was a chiropractor and served as vice-president of the bank. Mr. Kovacs was a local attorney who served as the banks secretary -treasurer and George Toth served as the cashier. The bank was a typical small lending and saving institution. The founder and directors were of the Hungarian community and the bank lent money for many home mortgages in this predominantly Hungarian section of South Bend. The bank closed in 1930 and placed in the control of the State Bank Department before being liquidated. The bank building on the corner of Kemble and Indiana remained vacant from 1930to 1949 when the South Bend Tool and Die Company used the facility to house its engineering department. The firm came to South Bend from Dayton, Ohio where it had been operating since 1914 under the direction of J.R. Huckins. The company was relocated here to be close to two of the firm's best customers, Studebaker and Bendix. They occupied the bank building until 1983. The building has remained vacant, except for a brief occupation by a religious organization, The One God Apostolic Mission. Since 1983 the structure has seen several different owners, since being purchased in January 2000, by the Housing and Development Corporation of St. Joseph County. RECOMMENDATION The Local Landmarks guidelines follow the rehabilitation model. The applicant is proposing to convert the Toth State Bank into four apartment units. As part of this project the owner will restore all terra cotta features, repair, reglaze some existing double -hung windows, repair some existing fire -rated windows, repair, reglaze and repaint existing transom, repair some existing fixed window units, replace, beyond repair, window units with new wood, double -hung Pella windows and infill two first floor windows on the south elevation with glass block. The applicant is also proposing to restore front entry transom and wood sash, and install new single full light aluminum doors with bronze anodized color. The existing wood interior vestibule doors, ceramic mosaic floor and wood trim will remain. The owner is proposing to remove the overhead service door located in the west elevation and replace it with painted insulated steel or fiberglass flush panel doors with peephole. The remaining space will be in filled with brick as will the basement man -door also located on the west fagade. The owner will also remove the section of plywood from the second floor of the west fagade infill with brick and two new double -hung wood window units. The staff has been out to the site with the owners and contractors to review the project and finds the proposed plans to be sensitive to the structure. The only variation that might be seen as inappropriate is the installation of glass block in the two first floor center windows located on the south elevation. These windows are four feet from a neighboring house obscuring them from street view. Using glass block would offer the necessary security and privacy while still letting in what little light reaches them. The staff finds the project to be a sensitive rehabilitation and adaptive reuse and recommends approval. Plans/specifications and photographs will be distributed at the Commission meeting 3/20/00. t" -I- March 6, 2000 Historic Preservation Commission of South Bend, St. Joseph County 227 West Jefferson Blvd. South Bend, IN 46601 Re: Certificate of Appropriateness Kemble Street Apartment Project 1601 Kemble Street South Bend, IN 46613 Dear Commission Members: Owner: Housing Development Corporation 521 Eclipse Place South Bend, IN 46628 The proposed rehabilitation of 1601 Kemble Street (the former Toth State Bank built in 1924) is a change of use from bank to a four -unit apartment building. The enclosed existing and proposed plans, elevations and photographs (digital JPEG) supplement the C of A application. On the morning of Tuesday, February 28, 2000, 1 met at the project site with Ed Talley, Steve Ullery and Kathy Baumgartner to review the scope of the project. General: All rehabilitation work part of the building exterior is intended to follow the Guidelines of the Secretary of Interior Standards for Rehabilitation as follows: Windows: Primary Elevations: East and North Side - These windows and openings (exterior terra cotta trim surrounds, interior trim, sash and frames) are to remain in place and will be rehabilitated in place. The only window unit reconfiguration proposed is the following: 1. The windows at the new proposed bedroom unit at the first floor NE apartment. (See plans/elevations). The Indiana Uniform Building Code requires a window meet emergency egress from any sleeping room (bedroom) IUBC Section 310.4. All other existing wood frames/sash will be salvaged and rehabilitated, repainted and made operable where originally operable. Any existing sash rail and style that are damaged beyond repair will be replaced with material of like and kind. New glass is proposed as clear. The proposed new units are intended to be Pella units. An alternative quote may be submitted by Kolbe & Kolbe Millwork. In either case the new and/or replacement window specification will be as follows: K I L ARCHITECTURE PLANNING 1126 LINCOLNWAY EAST SOUTH BEND I N 46601 (219) 288.2654 VOICE 289. 2420 FAX 1. Wood replacement windows, painted interior and exterior wood sash. Each replacement unit is to be sized to fit the existing masonry opening (for new window unit locations, refer to the proposed plans and elevations). Secondary Elevations: West and South Side - The south side windows front the south property line and a variance has been sent downstate (Department of Fire and Building Services) for use of the existing fire rated windows and openings to serve as exit windows in the proposed new bedrooms (see proposed plans / elevations). These units will not change size or type, but will be re -used or new fire -rated units, as required by the code. Exterior Doors: Main Doors, Primary East Elevation: The original exterior doors do not exist. The original transom is proposed to remain in place and the wood sash will be repainted. Proposed for the East entry is a pair of new single full light aluminum doors, medium style (medium bronze anodized color). Existing wood interior vestibule doors are proposed to be re -used and the original vestibule maintained, with ceramic mosaic floor, wood trim and painted walls (north and east sides). New Doors, Secondary West Elevation: The original openings at the West fagade were overhead service doors to the building from the parking lot. Proposed at the new west apartment entry is a pair of painted insulated steel or fiberglass flush panel doors, with peephole. The original first floor basement man -door is proposed to be abandoned and infilled with salvaged common brick. (see "Brick Masonry" below). Masonry In general the brick, mortar and terra cotta is in very good condition. Brick Masonry: Some infill brick is proposed on the west facade in the wall areas surrounding the new west entry and new window opening above the new door. Also, the original first floor basement man -door is proposed to be abandoned and infilled with salvaged common brick from the interior of the building. (In -fill brick to be slightly offset within the original opening 1/2"+). Terra Cotta: At the East fagade, there is a section of terra cotta sill that is proposed to be repaired with Jahn's patching mortar, a compatible material that can be shaped to match the profile and contour of the original sill. K I L ARCHITECTURE PLANNING 1126 LINCOLNWAY EAST SOUTH BEND I N 46601 (219) 288.2654 VOICE 289. 2420 FAX Mortar Tuckpointing: There is some minor tuckpointing proposed, only in a few areas with open joints. The mortar is proposed as low -strength, type "N" and color shall match the existing mortar. Roof: The existing roof is an internally drained built-up roof with full perimeter brick parapet, and is in serviceable condition. The following work is proposed: 1. Cutout existing roof drain and replace with new unit. 2. Repair 10' x 10' section of roof (and deck if required). 3. Provide new and/or replace / abandon roof vent penetrations as required based upon new plumbing layout. 4. Provide new BUR surface re -coat over existing roof. 5. Repair flashing where required. Site: A new asphalt parking lot for the apartment residents will be installed as per proposed site plan. ;onsideration. RB, AIA nning cc: Steve Ullery, Housing Development Corporation file K I L ARCHITECTURE PLANNING 1126 LINCOLNWAY EAST SOUTH BEND IN 46601 (219) 288.2654 VOICE 289. 2420 FAX tm 'At ................Standard Entrances ................ Vistawall offers standard narrow, medium and wide stile entrances to meet a wide range of traffic requirments. All standard Vistawall entrances (3'-0" wide) are ADA compliant and have built-in features that include: • Maximum security hook bolt locks • Heavy extruded push/pulls • Adjustable astragal with dual weathering on pairs of doors • Mechanically fastened shear blocks and welded corner construction • Adaptable to virtually all hardware • 4" to 10" one piece bottom rail options • Glass stops with bulb gaskets • 1/4", 3/8" 5/8" and 1 " glazing options • Adaptable to meet local building codes • Limited lifetime warranty • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2-5/8' — Series"212" Narrow Stile \ 4-1/4' I. S 1/2 Series'37a—Medium Stile Series"500" Wide Stile • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Mechanically f� shear block Heavy Duty Backup Plate Welded Corner Connection Standard Door Corner Construction Vistawall entrances are durable and virtual- ly maintenance free. Vistawall also offers a complete line of custom, specialty and all glass entrances, For more information on how Vistawall can meet or exceed your design ideas, call your local sales represen- tative or contact the customer service department in Terrell, TX at 214-551-6100. V ISTAWALL The Vistawall, Naturalde and Skywall Group Butler Manufacturing Company • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • to r ,{ I. . 1) 11,., r+ l . , r n 11 „ , iI 'J" f1I L1 nl. d„ r, I Re�§ner E PERFORMANCE • Meets or exceeds NWWDA Rating DP30 DP30 Designer Classier" Requirements Double -Hung Design Pressure 30 psf 30 psf* Structural Test Pressure 45 psf 45 psf Water Penetration 4.5 psf 4.5 psf Air Infiltration 0.25 cfm** 0.25 cfin** Operating Force 30 lbs 30 lbs Design pressure performance when glared with the appropriate glass thickness and equipped with windload brace clips. See Design Data Chart for design pressure maximums for each unit. '* cfiiVfirofframe at1.57psfwindpressure See General Performance section ofthis manual for more information. Wood Double -Hung Windows F1 Product Summary DC9-1 • Exterior sash and frame surfaces are factory -primed and ready for site finishing. • Sash and frame members are select softwood, preserva- tive -treated to resist damage from water and insects. Clear pine on window interior. • Sash corners of rectangular units are joined three ways (mortise and tenon, glue, and metal fasteners) for in- creased strength. • Flexible PVC weatherstripping on sides of sash. Full - perimeter weatherstripping to reduce air infiltration. Both sash are fully operable and balanced to open to virtually any position. • Self -aligning recessed sash lock factory -installed, cham- pagne or white color. • Both sash pivot between jambs without removal for easy cleaning of outside glass from roomside. • Glazing is 5/8" clear insulating glass or InsulShield'v argon -filled, multi -layer low -E coated insulating glass for energy-efficient performance. • Installation accessories available for various new con- struction and replacement applications. SIZES • 56 standard vent sizes • 4 standard large fixed sizes • 14 standard transom sizes • 24 predetermined custom arch -top sizes • 11 standard egress gizes • Special sizes available OPTIONS • Glazing - 5/8" Clear I.G. - 5/8" InsulShieldO I.G. - 5/8" Bronze, gray or obscure I.G. - Custom glazings • Roornside-mounted pleated shades • Removable wood muntin bars • Brass hardware • Removable black fiberglass half- or full-size insect screens • Interior unfinished or custom factory-prefinished :a Standard Door Specifications .4140.... 0 0 0 0 0 0........ standard Hardware Preparation LOCK PREPARATION: 1-3/4"(44) Doors Cylindrical, Gov't 161 ANSI 115.2 Mortise, Gov't 86 ANSI 115.1 1-3/8"(35) Doors Cylindrical, Gov't 160 ANSI 115.3 Other lock preparations available when specified HINGE PREPARATION: 1-3/4"(44) Doors 4-1/2"(114)x4-1/2"(114) standard/heavy weight template hinges.) -1/2 pair on 6'8" (2032), 7'0"(2134) and 7'2"(2184) doors. 2 pair on doors over 7'6"(2286). 1-3/8"(35) Doors 3-1/2"(89)0-1/2"(89) standard weight template hinges. 1-1/2 pair on 7'0"(2134) and 7'2"(2184) doors.t pair on 6'8"(2032) doors. (1-1/2 pair on 6'8"(2032) fire rated doors). NOTE: When Govemment Series 861ock is used (ANSI A115.1) dimension to center of lock is 3/8"(10) less than indicated. Standard Hardware �9FPq�F Locations e '•. yiy�F # o��Q� • c •• r lOp�F�Op ��aO ��•'� U o= Construction RBP Series 1 Full Flush (Hollers o t) STRIKE FOR (1.3/4'(44) end 1.3/8'(35)1 KNOB LACKS o :: �5�.• .• Z z W HANDLE SETS ROLLER " LATCHES Minimum Gage = 20 2 V EXIT DEVICES DE 420 INSUL, DE 420 TEMP. RISE (13/4'(44) Hyl 1 u 4141 � • H/,y�F ..'�.:.:'f e_ H o Standard Hinge Locations 41/2" x 41/2" Hinges NOMINAL DOOR WIDTH i It/a• 131 NET DOOR WIDTH 1�'1 t g U !E o tE I; FINISHED FLOOR r-8'120321 OPG r -M21341 OPG 7-r(2184) OPG 7-6`122861 OPG r•1(`12388)OPG I f.M2438) OPG '1-10`13048) OPG T a � � S VA—A.k " Baa! IIL •-tee Y NOTE: Any door other than 6r, 7 0' or 77' height, will have 5.10 -equal' hinge locations. Consult factory for exact locations. SDI Classifications Grade Model Construction RBP Series 1 Full Flush (Hollers o t) DWDE 820, DM/DE 420, DE818 (1.3/4'(44) end 1.3/8'(35)1 Full Flush (Composite) DE420 INSUL, DE 420 TEMP. RISE Stand Duty 2 Seamless (HonrMM) OWDE 820, DM/DE 420. DE 818 Minimum Gage = 20 2 Seamless (Composhe) DE 420 INSUL, DE 420 TEMP. RISE (13/4'(44) Hyl 1 Ful Flush (Varies) DM 418, DE 418, DS 418 ' I H" Duty 1 Ful Flush (Cw9asite) DE 418 INSUL, DE 418 TEMP. RISE Minimum Gage =18 2 Seamless (Varies) DM 418, DE 418, DS 418 2 Seamless (Composite) DE 418 INSUL, DE 418 TEMP. RISE For Complete standard steel door construction specifications and available sizes refer to ANSI/SDI-100. Selection of the appropriate standard steel door should be based on the following criteria: 1. Daily frequency of use (low, moderate, high). 2. Degree of stress. 3. Hardware requirements. 4. Conformance to local building codes. 5. Door fire code regulations. 6. Sound retardation and/or insulation requiremen . 7. Design and appearance. 8. Handicap access. I. _ aa. ■ ■ 6i � 7 0 Bp 9 Mi OF 181A (1.3l4'(M) Only) 101A Fal Rush (Varies) Full Flush (Composite) DE 416, DE 414, DS 416, DS 414 DE 416 INSUL, DE 414 INSUL Onb y �ooq $ Extra Heavy ) 262A Seamless (Varies) DE 416, DE 414, DS 416, DS 414 oFF Minimum Gage =16262A Seamless DE 416 INSUL, DE 414 INSUL tii fF (Composite) ......................................................... 0p�� . 3 ..... ..��..... ..................................... We 8 Rai (Flush Panel) NOT AVAILABLE .... "................ For Complete standard steel door construction specifications and available sizes refer to ANSI/SDI-100. Selection of the appropriate standard steel door should be based on the following criteria: 1. Daily frequency of use (low, moderate, high). 2. Degree of stress. 3. Hardware requirements. 4. Conformance to local building codes. 5. Door fire code regulations. 6. Sound retardation and/or insulation requiremen . 7. Design and appearance. 8. Handicap access. I. _ aa. ■ ■ 6i � 7 0 INDIANA AVENUE I � n I K I L ARCHITECTURE _ - - - - P L A N N I NG - 1126 UNCOLNWAY EAST _ SOUTH BEND. IN 4 6 6 0 1 I GREGORY A. KIL NCARB AIA ARCHITECT 219.288.2654 FAX 289 2420 1 / EXISTING 51DEWALK I _EN_TRY LOT 42 1601 KEMBLE STREET c III -ENTRY i _ 1 I 25'-0' y I I I I I I I THE f— KEMBLE STREET I I W I APARTMENTS I I LOT 43 MI ' 1601 KEMBLE STREET SOUTH BEND. IN i I 4 6 6 1,, 3 FOR iI Lu I m I DEVELOPMENT OPSE PLACE OG 4 6 6 2 8 HE' IN 165.0 -- -- -- -- W I I v I o Y I 21s.2sa.sa7s I z I LOT 44, w PROPOSED I SITE PLAN I I I I I - - - - - DATE: 3.8.00 1 I REVISED: i iLOT 45 0 I N I I I I SPROPOSED SITE PLAN I I CALE:1' . 20'-0' I I I -- -- ----I I C1.2 `A �%,,•' ' �(, i ti l �i 7�. ! PLA IYF �fly �_,�,,,y� �Qa' 1126 rV++••B'E k17 � ± r y' 4O�B 6 i4 e �.. PN 21$.2$8.2$64 pN".2 JCS r 2SS 2420 AX P° s OLATic y u:. t pt„C1 it- Jill 71 N 1V 1N Yy Kt •vP ,- i � i d 0 �~ i 00 �. - - �► �j4.""' �,� ' ��%T�`� , j _" P V17 101 Ij rYNFILL OPENING V BRICK . ........ WINDOW KEY: "- �..... A EXI5TING DOUBLE HUNG UNIT . - - . . . . CEILING•2NDFLOOR 12r-ta REPAIRED, REGLAZED, REPAINTED . " ' ' .. ' uil I A.I EXI5TING FIRE -RATED WINDOW5 .. REPLACED PER CODE - - 0REPAIRED, EPAIR TERRA B EXISTING TRAN50M ruNDow wlNDow COTTA SILL C REPAIRED, REGLAZED, REPAINTED EXI5TIN6 FIXED UNIT TYPICAL TERRA COTTA BASE TO REPAIRED, REGLAZED, REPAINTED v ;-;-;-;, F.F. • 2ND FLOOR 113'-10" D NEW OPERABLE WOOD DOUBLE - r 101 HUNG UNIT5 EAST ELEVATION: PROPOSED E NEW RATED GLA55 BLOCK INFILL :........................... ...'............. . . . . . . . - NFILL DOOR OPENING w1 BRICK - - INFILL GARAGE DOOR OPENING N/ BRICK \ F.F. -1 ST FLOOR 100'-0" NEW DOORS WEST ELEVATION: PROPOSED SCALE: 1/8". V-0* I f CEILING -2ND FLOOR 122'-10' t� EMOVE PLYw00D PANEL .. TT.r. . ..[. . _- F.F.-2ND FLOOR 113'-10" r ppqq K I L ARCHITECTURE PLANNING 128 LINCOLNWAY EAST SOUTH BEND; IN 4 8 8 0 1 GREGORY A. KIL NCARB AIA ARCHITECT 219.2 8 8.26 5 4 FAX.289.2420 THE KEMBLE STREET APARTMENTS 1601KEMBLE STREET SOUTH BEND, IN 4 6 6 1 3 FOR HOUSING DEVELOPMENT CORP. 521 ECLIPSE PLACE SOUTH BEND, IN 4 6 6 2 8 219.234.9475 EAST + WEST PROPOSED ELEVATIONS DATE: 3.8.00 REVISED: A2.3 0 COPYMG T 200D IUL ARCIOTECTURE PLANNNG TYPICAL TERRA l COTTA SURROUND TO REMAIN Q A I - - EPAIR TERRA I COTTA SILL . TYPICAL TERRA COTTA BASE TO REMAIN 1 1 I I• I I I I -.,- I I I I I I'} I'( I I F.F. -1ST FLOOR NEN DOOR5 101 EAST ELEVATION: PROPOSED SCALE: 1/8* • V-0" ppqq K I L ARCHITECTURE PLANNING 128 LINCOLNWAY EAST SOUTH BEND; IN 4 8 8 0 1 GREGORY A. KIL NCARB AIA ARCHITECT 219.2 8 8.26 5 4 FAX.289.2420 THE KEMBLE STREET APARTMENTS 1601KEMBLE STREET SOUTH BEND, IN 4 6 6 1 3 FOR HOUSING DEVELOPMENT CORP. 521 ECLIPSE PLACE SOUTH BEND, IN 4 6 6 2 8 219.234.9475 EAST + WEST PROPOSED ELEVATIONS DATE: 3.8.00 REVISED: A2.3 0 COPYMG T 200D IUL ARCIOTECTURE PLANNNG n CEILING -2ND FLOOR 122'-10-� NORTH + SOUTH ARCHITICTURE P L A N NA NG 1126 UNCOLNNIAY EAST SOUTH SEND,IN 4 6 6 0 1 100'-0" GREGORY A. KIL NCARB AIA ARCHITECT F.F. - 2ND FLOOR 113'-10" 2 1 9.2 8 8.2 6 5 4 1 FA X. 269.2420 NORTH ELEVATION: PROPOSED SCALE: 1/8* .1'-0' WINDOW KEY: A EXISTING DOUBLE HUNG UNIT REPAIRED, REGLAZED, REPAINTED AJ EXI5TIN6 FIRE -RATED WINDOWS REPAIRED, REPLACED PER CODE B EXI5TIN6 TRANSOM REPAIRED, REGLAZED, REPAINTED G EXI5TIN6 FIXED UNIT REPAIRED, REGLAZED, REPAINTED D NEW OPERABLE WOOD DOUBLE HUNG UNITS E NEW RATED 6LA55 BLOCK INFILL F.F. -1ST FLOOR 100'-0" CEILING -2ND FLOOR 127-10" F.F. - 2ND FLOOR F.F. -1ST FLOOR THE KEMBLE STREET APARTMENTS 1601 KEMBLE STREET SOUTH BEND. IN 4 6 6 1 3 FOR HOUSING DEVELOPMENT CORP. 521 ECLIPSE PLACE SOUTH BEND, IN 4 6 6 2 8 21 9.234.9475 113' -to• NORTH + SOUTH PROPOSED ELEVATIONS DATE: 3.8.00 REVISED: 100'-0" A2.4 KILARC1tlTECTUIIE PlAN1+.«+ I F-1 W u C l0J I-1 K I L ARCHITECTURE P L A N N I NG 1126 UNCOLNWAY EAST SOUTH BENR IN 4 6 6 0 1 GREGORY A. KIL NCARB AIA ARCHITECT 219.288.2654 FAX.289.2420 BASEMENT PLAN: EXISTING CIJ SCALE: W -1'-0' THE KEMBLE STREET APARTMENTS 1601KEMBLE STREET SOUTH BEND, IN 4 6 6 1 3 FOR HOUSING DEVELOPMENT CORP. 521 ECLIPSE PLACE SOUTH BEND; IN 4 6 6 2 8 21 9.234.9475 EXISTING BASEMENT PLAN DATE: 3.8.00 REVISED: A1.1 K K I L ARCHITECTURE P L A N N I N G - 1126 LINCOLNWAY EAST SOUTH BEND. IN 4 6 6 0 1 GREGORY A. KIL NCARB AIA J ��? ARCHIITECT 219.288.2654 FA X. 289.2420 1 � THE KEMBLE STREET APARTMENTS 1601 KEMBLE STREET SOUTH BEND, IN " 4 6 6 1 3 FOR HOUSING DEVELOPMENT CORP. 521 ECLIPSE PLACE SOUTH BEND; IN 4 6 6 2 8 219.234.9475 NG N FIRST IIFLOOR 1 ST FLOOR PLAN: EXISTING PLAN SCALE: W -1'-0' DATE: 3.8.00 REVISED: A1.2 V wpru%ll soon IUL PJ CWECnft P"MW fes---�gj L i 1 N 2ND FLOOR PLAN: EXISTING SCALE: 1/8"-1'-0" K I L ARCHITECTURE P L A N N I NG TIN LINCOLNWAY EAST SOUTH BEND, IN 4 6 6 0 1 GREGORY A. KIL NCARB AIA ARCHITECT 219.288.2654 FAX.289.2420 f 1 1 I THE KEMBLE STREET APARTMENTS 1601 KEMBLE STREET SOUTH BEND, IN 4 6 6 1 3 FOR HOUSING DEVELOPMENT CORP. 521 ECLIPSE PLACE SOUTH BEND, IN 4 6 6 2 8 219.234.9475 EXISTING SECOND FLOOR PLAN DATE: 3.8.00 REVISED: A1.3 11Cl*2M 0 VINYL CEILING - 2ND FLOOR 122'•10' � . - . . . t y� r YW000 PANEL .. ........... F.F. - 2ND FLOOR 113'40" VINYL SIDING COVERING ORIGINAL OPENING I.,.I. . I I .i.;.L.;.I. . L ;.I. i ;..I.-..I..I F.F.-1STFLooR 100'-0" EAST ELEVATION: EXISTING SCALE: 1/8'. 1'-0" THE KEMBLE STREET APARTMENTS 1601 KEMBLE STREET SOUTH BEND, IN 4 6 6 1 3 FOR HOUSING DEVELOPMENT CORP. 521 ECLIPSE PLACE SOUTH BEND, IN 4 6 6 2 8 219.234.9475 EAST + WEST EXISTING ELEVATIONS DATE: 3.8.00 REVISED: A2.1 KL wa "M*W PLOM&a SOUTH ELEVATION: EXISTING SCALE: 1/8" -1'-0" ---------- EXISTING III I --------INIM= — r ARCHITECTURE �F N I N G M------ . . . . . . . . . . . . . . . . 1-1 1-1 ITIT11•f I•-1-1.1.1 1-1.1.1/1.1.1 TERRA COTTA----/ VINYLORIGI� OPENING , NORTH ELEVATION: EXISTING SCALE: W -1 0" n THE KEMBLE STREET APARTMENTS 1601 KEMBLE STREET SOUTH BEND. IN 4 6 6 1 3 FOR HOUSING DEVELOPMENT CORP. 521 ECLIPSE PLACE SOUTH BEND; IN 4 6 6 2 8 CEILING - 2ND FLOOR 122'-10" , 219.2 3 4.9 4 7 5 NORTH + SOUTH EXISTING CEILING -2ND FLOOR 122'-10" ELEVATIONS r ARCHITECTURE N I N G • 1126 UNCOINWAY EAST - _SpL 8 E 0,1N_ OPENING 4 6 6 0 1 GREGORY A. KIL NCARB AIA ARCHITECT F.F. - 2ND FLOOR 113'-10- 219.2 8 8.2 6 5 4 FA X.289.2420 F.F. -1 ST FLOOR 100'-0" THE KEMBLE STREET APARTMENTS 1601 KEMBLE STREET SOUTH BEND. IN 4 6 6 1 3 FOR HOUSING DEVELOPMENT CORP. 521 ECLIPSE PLACE SOUTH BEND; IN 4 6 6 2 8 CEILING - 2ND FLOOR 122'-10" , 219.2 3 4.9 4 7 5 NORTH + SOUTH 0 I F.F. -1ST FLOOR 100'-0' A2.2 11 cm= =w .0 ft.. EXISTING ELEVATIONS F.F. - 2ND FLOOR 113'-10" DATE: 3.8.00 INC COVERING OPENING REVISED: 0 I F.F. -1ST FLOOR 100'-0' A2.2 11 cm= =w .0 ft.. PROPOSED LOCAL LANDMARK 2300 PORTAGE AVENUE SOUTH BEND, INDIANA Historic Preservation Commission Of South Bend and St. Joseph County March 2000 N aY maples I. athra0 street G inaiwns, Toll Raaa Oaland Drives .020 •019 mishtana Cametary .020 .029 1 1 I I l y �Sy P4nhook Park' 07 .000 010 O :-,p in}toyi;`La,iy� .tl14 Nfvorviow comatory .010: ..017 .OSS 016 .021 .022 .023 .024' .025 .027 .026 .030 .031 .032 .033 034 .03S PHOTOGRAPH 2300 PORTAGE AVENUE HISTORICAL CONTEXT Riverview Cemetery was constructed in 1900, when a few interested citizens of South Bend formed a stock company and purchased the homestead site of the James R. Miller Estate for purposes of developing a suburban cemetery. Amanda Miller, widow of James R. Miller, sold the old pioneer homestead to Albert Meyers, who developed the Riverview Cemetery. The cemetery was to be located just north of the city at the bend of the river that was historically known as the portage between the St. Joseph and Kankakee Rivers. In fact, it is believed that over 300 years ago (1679) the explorer LaSalle landed here after his journey up the St. Joseph River. Mr. LaSalle landed here to take advantage of the portage that served as the shortest available land passage when traveling by water between the St. Lawrence, the basin of the Great Lakes and the Mississippi River. The Stock Company hired J.G. Barker, a cemetery superintendent and landscape Gardner, to design fifty acres of cemetery, including walkways, avenues and burial areas. To further develop the area a vast amount of timber was removed, elevations were graded and depressions filled. A massive entrance at the property's southwest corner was constructed of native fieldstone with solid steel and iron gates and the entire tract, which had a frontage of half a mile on Portage Road was enclosed by a substantially high iron fence. The Riverview Cemetery Association, as the group came to be known, developed Riverview with the most modern facilities available at the time. This included smooth macadamized avenues, substantial receiving tomb, an attractive commodious office building and chapel, and an efficient system of water works. Riverview is also significant for being the site where many prominent families located temple -like family mausoleums. Many of these markers bear the names of historically significant families; among the names present are Studebaker, Oliver, Wyman, Morris, Muessel and Brick. 4 n U ARCHITECTURAL DESCRIPTION The Riverview Cemetery is located in the southeast quarter of section 27, Township 38, north; range 2 east was constructed in 1900. The cemetery contains numerous sites and structures of various styles. The cemetery contains a multitude of mausoleums constructed in Gothic, Classical or Egyptian styles. The various styles contain solid stonewalls and granite walls, stone slab roofs, scrolls, lintels, friezes, medallions and copper entry doors. The Crematory and Columbarium building is set into an embankment with a metal double -leaf entry and iron gate. The structure is rectangular in plan, one story tall with rough -cut stone foundation and walls. The roof is covered in tar and gravel and is bowed in shape. It extends to form a parapet with concrete cap and concrete globes on the corners. The St. Joseph Kankakee Portage is a bluff that rises approximately 25' from the riverbed and is 700' to 725' above sea level. The site is marked by a copper plaque set in a 3' high rock located at the mouth of one of the gullies. The Riverview Cemetery Gatehouse is a two-story structure with an irregular plan and stone foundation. The walls are rough -cut, irregularly coursed, fieldstone block walls with wood paneled gables. The wood gable ends have horizontal, vertical and diagonal half-timbering. The roof is covered in red slate, gabled in shape with gable intersects, a front gable dormer and a gabled porte-cochere. The structure also has projecting wooden eaves and open rake. The building boasts a wraparound veranda with Doric half - columns, rough cut stone balustrades with stone cap, and a porte-cochere set at a 45 degree angle to the main body of the structure with an open eave gabled roof, curved brackets and vertical slats. The windows are double hung wood sash on the first floor and double hung sashes with diamond pattern in the top sash of the second floor. The windows also have stone lintels. The gatehouse also has an oval window set into the south wall and a glazed wood frame double front door. The Cemetery also boasts a field stone gate that once held part of an iron entry gate. All down Portage Avenue are fieldstone pillars, the reminance of an iron gate that once enclosed the entire cemetery. RECOMMENDATION Based on the Historic Preservation Commission's Local Landmark Criteria's adopted by the Common Council, the site and structures at 2300 Portage Avenue has been recommended to the Common Council for designation as a Local Landmark by the Historic Preservation Commission. 5 It The building meets all of the criteria: 1) Its character, interest, or value as part of the development, heritage, or culture of the City of South Bend, St. Joseph County, the State of Indiana, or the United States of America; 2) Its embodiment of elements or architectural design, detail, material or craftsmanship which represents an architectural characteristic or innovation; 3) Its educational value; 4) Its suitability for preservation; 5) Its location as the site of a significant historical event; and/or 6) Its identification with the life of a person or persons of historical significance. The site and structures fulfills criteria #1 as an excellent example of a turn of the century - modern, urban cemetery. It illustrates the growth of South Bend and the needs of its citizens for a proper burial site as well as depicts societies movement toward larger family markers and pride in being a member of a certain family. It is also the site where many Native Americans and early pioneers, such as, Robert Cavalier Sieur de LaSalle landed to cross from the Kankakee River to the St. Joseph River. The site and structures fulfills criteria #2 as excellent examples of Gothic -Revival, Classical -Revival and Egyptian -Modern mausoleums with a wonderful early twentieth century Bungalow Style gatehouse. The cemeteries various structures are rated anywhere from S/12's to 0/13's in the Indiana Historic Sites and Structures Inventory. The site and structures fulfills criteria #3 as the spot where various Native Americans and pioneers, such as, LaSalle, landed to cross over to the St. Joseph River on their journeys. A cemetery is also a wonderful place for citizens to research their heritage, discover the hardships of pioneer living and to learn about early burial rituals. The site and structures fulfills criteria #4 by the integrity of its original construction with virtually no changes to the site. It is a splendid example of a turn of the century urban cemetery. The site and structures fulfills criteria #5 as the site were R. Robert Cavalier Sieur De LaSalle began his first portage from the St. Joseph River to the Kankakee River on December 5, 1679. The site and structures fulfills criteria #6 with its association with Robert LaSalle, the Studebaker Family, the Oliver Family, the Wyman Family, the Muessel Family, the Miller Family, the Brick Family as well as numerous other prominent South Bend families. 2 1 COMMITTEE MEETING 2 MINUTES 3 FOR FEBRUARY 4 5 Committee Meeting County -City Building 6 7:30 p.m. 71h Floor Conference Room 7 Monday, February 28, 2000 8 9 10 I. Call to Order 11 Catherine Hostetler, vice president of the Commission, brought the meeting to order at 12 7:30 p.m. 13 14 II. Roll Call 15 Commission members present were: Catherine Hostetler, Richard Helmus and Gerald 16 Ujdak. 17 Commission staff present were: Ed Talley, Director, Rhonda Saunders, Assistant Director 18 and Cheryl Green, Council. 19 Also attending the meeting were: Timothy Lykowski, Skip McCray, Bob Stachowiak and 20 Bill Lamie. 21 22 23 III. Public Hearing 24 A. Certificate of Appropriateness Applications 25 1. 1999-0507-4 —1342 E. Wayne North, front entry. 26 Mr. Talley presented the staff report and circulated photographs. He also noted that the 27 architect, Bill Lamie, was present. Mr. Talley noted that the staff was recommending 28 approval of the front entry with fluted columns to match the existing fluted pilasters. Mr. 29 Lamie stated that the fluted pilasters would remain in place and that the columns are 30 rounded to match the columns located in the rear entry. The staff altered its 31 recommendation to approve the proposed rounded columns as long as the existing fluted 32 pilasters remain in place. Mr. Ujdak asked if the original entry had a portico. Mr. Lamie 33 stated that the original entry did not have a portico. Mr. Lamie described how the 34 pilasters would have to cut at the bottom to give enough room for the new stoop. Mrs. 35 Hostetler stated that the application will be presented to the general commission for a 36 vote with the stipulation that the owner save as much of the original trim as possible. Mr. 37 Lamie stated that every effort would be made to retain the siding and trim. He further 38 noted that if the roof can be raised two inches the original trim could remain in place to 39 give some detail to the under belly of the portico. There was some discussion over a 40 potential light located in the new roof. Mr. Ujdak asked if the roof would have a slope to 41 it for draining. Mr. Lamie noted that the roof would have a drain that will exit through 42 one of the columns. Mr. Ujdak moved to recommend approval of the application as 43 suggested by the staff. Mr. Helmus seconded the motion. A phone vote to approve the 44 motion was taken on February 29, 2000, as follows: John Oxian — yes and Jerry Weiner — 45 yes. The motion passed unanimously. 46 46 2.2000-0118 — N. St. Joseph Street, trees. 47 Mr. Talley presented the staff report and circulated photographs. He also noted that the 48 owners were not present. Mr. Ujdak moved to recommend approval of the application as 49 submitted. Mr. Helmus seconded the motion. Mr. Ujdak asked what a Purple Ash tree 50 looked like. Mrs. Hostetler stated that she did not know what a Purple Ash tree looked 51 like; however, they are supposed to be a hearty tree, resistant to disease and road salt. A 52 phone vote was taken regarding this motion on February 29, 2000, as follows: John 53 Oxian — no and Jerry Weiner — yes. Mr. Oxian felt the applicant should plant a variety of 54 tree types instead of all Purple Ashe trees. The motion passed with Mr. Oxian voting 55 against. 56 57 3.2000-0128 —1636 Lincolnway West, fire door. 58 Mr. Talley presented the staff report and circulated photograph. He further noted that the 59 owner was not present. Mr. Talley noted that the staff sent a request to the owner 60 inquiring as to the proposed use of the second floor. Ms. Anderson, the owner, wrote 61 back that the space was to be used as a rental hall for parties. Mr. Talley noted that if the 62 Commission approves the fire exit door then the entire building has to be brought up to 63 code for the proposed use. He further noted that Ms. Anderson has allegedly been using 64 the space for a banquet hall for a while now with out being up to code. Mr. Talley went 65 on to note that the owner has tried several times to alter the building with out getting the 66 proper permits. He stated that if the Commission allows the door the owner would have 67 to come back to the Commission with several other code requirements, such as, paving 68 parking lots and window alterations. Mr. Talley went on to report that the owner did not 69 submit any details concerning the style, type, material or size of door, and thus the staff 70 recommends either denying the application or referring it to the Standards and 71 Maintenance Committee. There was some clarification over the location of the proposed 72 door. During the discussion the Commission came to the conclusion that the door was to 73 be installed in the last pane of glass to the north. There was some discussion over 74 whether or not there would be enough time to allow tabling of the application until March 75 when more information has been submitted. Mr. Talley asked if tabling it would require 76 the owner to sign a time waiver. Mrs. Green noted that if the owner does not respond to 77 the request for a waiver the Commission would have to call a special meeting to deny the 78 application. Mrs. Hostetler stated that the Commission should deny the application based 79 on time restrictions. Mr. Helmus moved to recommend denial of the application based on 80 the lack of appropriate information and the time restraints given to the Commission for 81 action. A phone vote was taken concerning this motion on February 29, 2000, as follows: 82 John Oxian — yes and Jerry Weiner — yes. The motion passed unanimously. 83 84 4.2000-0208-2 —102/110 N. Main, awnings. 85 Mr. Talley presented the staff report and circulated photographs. He further noted that 86 the contractor, Skip McCray, was present. Mr. Ujdak moved to recommend approval of 87 the application as submitted. Mr. Helmus seconded the motion. A phone vote was taken 88 concerning this motion on February 29, 2000, as follows: John Oxian — yes and Jerry 89 Weiner — yes. The motion passed unanimously. 90 Fa 90 5.2000-0208-3 —108 N. Main, vent/fan. 91 Mr. Talley presented the staff report and circulated photographs. He also noted that the 92 contractor, Bob Stachowiak, was present. Mr. Stachowiak reported that the new lessee is 93 not renting the entire restaurant space; he is only renting the front portion of the space, 94 which does not give him access to the other vents. He further presented to the Committee 95 an example of the turbine fan that would be installed. Mr. Ujdak asked where, exactly, 96 on the wall would the fan be installed. Mr. Stachowiak marked a space approximately 97 fifteen feet from the corner on Mr. Ujdaks photograph of the structure. Mr. Talley asked 98 Mr. Stachowiak if the picture he just marked could be entered into the record. Mr. 99 Stachowiak stated that is was fine with him. Mr. Talley asked if the fan that Mr. 100 Stachowiak was presenting to the Committee was the only one available. Mr. 101 Stachowiak noted that the fan he had brought was the smallest on the market. He further 102 noted that Jim Markle has already approved this particular fan, subject to approval by the 103 Historic Preservation Commission. Mr. Talley asked if Mr. Stachowiak had any 104 documentation stating that Mr. Markle was in favor of the fan. Mr. Stachowiak stated 105 that a permit was pending in the Building Department, but, he did not have any 106 documentation on him. Mr. Talley asked if any of the other fans were going to be 107 removed. Mr. Stachowiak stated that the owner was not intending to remove the 108 remaining fans until the space has been rented out and it has been determined that the 109 fans are not needed. There was some discussion over the fact that the proposed wall was 110 void of any architectural detail. Mrs. Hostetler noted that the fans are not permanent 111 features. She further noted that the a motion should be made to approve the proposed fan 112 with the stipulation that if the remaining space is rented as something other then kitchen 113 space that the fans be removed and covered over. Mr. Ujdak moved to recommend 114 approval of the application with the stipulation that if the remaining space is rented out 115 for other then restaurant use that the extra fans be removed and plastered over. Mr. 116 Helmus seconded the motion. Mr. Stachowiak asked if Mr. Talley would like a copy of 117 the letter from Mr. Markle stating his favorable review of the application. Mr. Talley 118 stated that he would very much like to have such a letter. A phone vote was taken 119 concerning this issue on February 29, 2000, as follows: John Oxian — yes and Jerry 120 Weiner — yes. The motion passed unanimously. 121 122 B. Proposed Local Landmarks, 2nd Reading. 123 1. 501 W. Colfax — Remedy Building 124 Mr. Talley gave a brief presentation outlining the various delays that have occurred in the 125 attempt to landmark this building. He also noted that the structure has been under interim 126 protection since the end of September and would expire at the end of March. Mr. 127 Lykowski, owner of 501 W. Colfax, reported that nothing new has occurred with in the 128 last thirty days and he would like the Commission to table the proposal for another 129 month. He went on to ask what the timetable for the interim protection was. Mr. Talley 130 noted that the interim protection was nearing the end and that the proposed local 131 landmark needed to be sent to the Common Council. He also noted that the owner could 132 request that the Common Council table the issue for a month. Mr. Talley noted that 133 interim protection was a new ordinance and 501 W. Colfax was the first case in which it 134 has been used. 135 135 He further noted that the protection goes into affect when the owner is notified and runs 136 for six months, after which it can be renewed with owner consent or ceases to exist. Mrs. 137 Hostetler stated that if the Commission does not send the issue to the Common Council 138 the time will lapse and the structure will lose its protection. She further noted that the 139 best option would be to send the proposed landmark to the Common Council with a 140 favorable recommendation and let the Council decide if it should be tabled again or not. 141 Mr. Ujdak moved to recommend that the proposed landmark, 501 W. Colfax, be sent to 142 the Common Council with a favorable recommendation. Mr. Helmus seconded the 143 motion. A phone vote was taken concerning this issue on February 29, 2000, as follows: 144 John Oxian — yes and Jerry Weiner — yes. The motion passed unanimously. There was 145 some discussion over Redevelopments interest in the building. 146 147 Mrs. Hostetler suggested that the agenda be suspended. Mr. Ujdak moved to suspend the 148 agenda. Mr. Helmus seconded the motion. The motion passed unanimously. 149 150 111. Old Business 151 A. 1999-1230-2,218 W. Washington 152 Mr. Talley stated that the Commission gave its approval to the first floor signs and the 153 west fagade sign, however, the door was left open for the applicant to return with a more 154 appropriate design for the east and north facades. He went on to note that the applicant 155 has since decided not to pursue the signs for the east and north facades. Mr. Talley 156 reported that the Committee needed to deny this portion of the application to legaly close 157 this case. Mr. Helmus moved to recommend denial of the twelfth story east and north 158 fagade Old Kent signs. Mr. Ujdak seconded the motion. A phone vote was taken 159 concerning this issue on February 29, 2000, as follows: John Oxian- yes and Jerry Weiner 160 — yes. The motion passed unanimously. 161 162 IV. Adjournment 163 Mrs. Green suggested that the meeting be adjourned. Mr. Ujdak moved to adjourn the 164 meeting. Mr. Helmus seconded the motion. The motion passed unanimously. 165 166 167 168 169 170 171 Historic Preservation Commission Of South Bend and St. Joseph County, Indiana. - 172 ATTEST: 173 t r� Secr4tary / I 4 t,. :W FIN14X FUND 001 COUNTY GENERAL 037 HISTORIC PRESERVATION ACCOUNT NO 11075 000 ASST. DIRECTOR GENERAL GOVT. 11309 000 HISTORIC PRESERVATION ADMIN GENERAL GOVT. 10000 TOTAL 21030 000 OFFICE SUPPLIES GENERAL GOVT. 20000 TOTAL 31070 000 OTHER CONTRACTUAL SERVICES GENERAL GOVT. 32020 000 TRAVEL GENERAL GOVT. IIfff 000 TELEPHONE GENERAL GOVT. 32350 000 POSTAGE GENERAL GOVT. 33010 000 PUBLICATION OF LEGAL NOTICES GENERAL GOVT. 33100 000 PRINTING GENERAL GOVT. 39010 000 DUES & SUBSCRIPTION GENERAL GOVT. 39211 000 HISTORIC PRESERVATION GENERAL GOVT. 39750 000 DATA PROCESSING GENERAL GOVT. 30000 TOTAL ** SAINT JOSEPH COUNTY LOCATION BUDGET REPORT RUN DATE 3/02/2000 PAGE 67 REPORT DATE 2/29/2000 UNENCUMBERED UNEXPENDED APPROPRIATION ENCUMBRANCE EXPENDITURE BALANCE/PCT BALANCE/PCT 18,083.00 0.00 2,782.00 15.301.00 15.301.00 84.62 % 84.62 % 22.700.00 0.00 3,492.32 19.207.68 19,207.68 84.62 % 84.62 % 40.783.00 0.00 6,274.32 34.508.68 34.508.68 84.62 % 84.62 % 1,000.00 0.00 69.00 931.00 931.00 93.10 % 93.10 % 1,000.00 0.00 69.00 931.00 931.00 93.10 X 93.10 % 47.000.00 0.00 0.00 47,000.00 47,000.00 100.00 % 100.00 % 1,800.00 0.00 0.00 1.800.00 1,800.00 100.00 % 100.00 % 2,362.00 0.00 313.33 2.048.67 2,048.67 86.73 % 86.73 % 46.49 0.00 46.49 0.00 0.00 0.00 % 0.00 % 0.00 0.00 10.4510D 10.45- 0.00 % 12.066.06 0.00 66.06 12.000.00 12.000.00 99.45 % 99.45 X 1.000.00 0.00 0.00 1,000.00 1.000.00 100.00 % 100.00 % 6,598.50 0.00 263.29 6.335.21 6.335.21 96.01 % 96.01 X 1,175.00 0.00 108.00 1,067.00 1.067.00 90.81 % 90.81 % 72.048.05 0.00 807.62 71,240.43 71.240.43 98.88 % 98.88 % FIN14X FUND 001 COUNTY GENERAL LOC 037 HISTORIC PRESERVATION ACCOUNT NO LOCATION TOTAL INVESTMENT ACCOUNTS TRANSFER ACCOUNTS SAINT JOSEPH COUNTY LOCATION BUDGET REPORT RUN DATE 3/02/2000 PAGE 68 REPORT DATE 2/29/2000 UNENCUMBERED UNEXPENDED APPROPRIATION ENCUMBRANCE EXPENDITURE BALANCE/PCT BALANCE/PCT 113,831.05 0.00 7,150.94 106,680.11 106,680.11 93.72 X 93.72 X 0.00 0.00 7.150.94 4 FIN40X SAINT JOSEPH COUNTY CURRENT COMBINED LEDGER RUN DATE: 3/02/2000 PAGE 150 FUND: 001 COUNTY GENERAL 873.08 - FOR 1/01/2000 THRU 2/29/2000 LOC: 037 HISTORIC PRESERVATION BUDGET EFFECTIVE TRAN TRAN RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE 1CODE DATE DATE TYPE AMOUNT OTHER DATA TOT 0.00 11075.000.037 ASST. DIRECTOR GENERAL GOVT. HISTORIC PRESERVATION 22.700.00 0.00 2/10/2000 2/10/00 CLM 695.50 PO#000000 VEN#005528COUNTY PAYROLL BK#008 CHK#038379 PyDst 2/11/2000 2/24/2000 2/24/00 CLM 695.50 PO#000000 VEN#005528COUNTY PAYROLL BK#008 CHK#039312 PyDst 2/25/2000 001.11075.000.037 ASST. DIRECTOR GENERAL GOVT. HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE EXPENDITURE UNEXPENDED BAL UNENCUMB BAL - CUR 0.00 0.00 UNENCUMB BAL 0.00 1,391.00 TOT 0.00 0.00 0.00 18,083.00 0.00 2.782.00 15.301.00 15,301.00 001.11309.000.037 HISTORIC PRESERVATION ADMIN. GENERAL GOVT. HISTORIC PRESERVATION 2/10/2000 2/10/00 CLM 873.08 P0#000000 VEN005528COUNTY PAYROLL 2/24/2000 2/24/00 CLM 873.08 P0#000000 VEN#005528COUNTY PAYROLL 001.11309.000.037 HISTORIC PRESERVATION ADMIN. GENERAL GOVT. HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE CUR 0.00 0.00 UNEXPENDED BAL 0.00 TOT 0.00 0.00 0.00 22.700.00 0.00 BK#008 CHK#038382 PyDst 2/11/2000 BK#008 CHK#039315 PyDst 2/25/2000 EXPENDITURE UNEXPENDED BAL 1,746.16 3,492.32 19,207.68 UNENCUMB BAL 19,207.68 001.21030.000.037 OFFICE SUPPLIES GENERAL GOV'T. HISTORIC PRESERVATION 2/15/2000 2/15/00 CLM 69.00 P0#000000 VEN#000507COUNTY COMMISSIONERS BK#008 CHK#038601 INV#5049912 001.21030.000.037 OFFICE SUPPLIES GENERAL GOV'T. HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE EXPENDITURE UNEXPENDED BAL UNENCUMB BAL CUR 0.00 0.00 0.00 69.00 TOT 0.00 0.00 0.00 1,000.00 0.00 69.00 931.00 931.00 001.31070.000.037 OTHER CONTRACTUAL SERVICES GENERAL GOVT. HISTORIC PRESERVATION =1070.000.037 OTHER CONTRACTUAL SERVICES GENERAL GOVT. HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE EXPENDITURE UNEXPENDED BAL UNENCUMB BAL CUR 0.00 0.00 0.00 0.00 TOT 0.00 0.00 0.00 47,000.00 0.00 0.00 47,000.00 47,000.00 001.32020.000.037 TRAVEL GENERAL GOVT. HISTORIC PRESERVATION 001.32020.000.037 TRAVEL GENERAL GOVT. HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE EXPENDITURE UNEXPENDED BAL UNENCUMB BAL CUR 0.00 0.00 0.00 0.00 TOT 0.00 0.00 0.00 1,800.00 0.00 0.00 1.800.00 1.800.00 001.32200.000.037 TELEPHONE GENERAL GOVT. HISTORIC PRESERVATION 2/15/2000 2/15/00 CLM 313.33 P0#000000 VEN006017ALLTEL BK#008 CHK#038570 INV#SB16028 001.32200.000.037 TELEPHONE GENERAL GOVT. HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE EXPENDITURE UNEXPENDED BAL UNENCUMB BAL CUR 0.00 0.00 0.00 313.33 TOT 0.00 0.00 0.00 2.362.00 0.00 313.33 2.048.67 2,048.67 001.32350.000.037 POSTAGE GENERAL GOVT. HISTORIC PRESERVATION 2/15/2000 2/15/00 CLM 46.49 P0#000000 VEN#000507COUNTY COMMISSIONERS 2/17/2000 2/15/00 APP/ADJ 46.49 001.32350.000.037 POSTAGE GENERAL GOVT. HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV SAL APPROPRIATION ENCUMBRANCE EXPENDITURE CUR 0.00 0.00 46.49 46.49 TOT 0.00 0.00 0.00 46.49 0.00 46.49 =3010.000.037 PUBLICATION OF LEGAL NOTICES GENERAL GOV'T. HISTORIC PRESERVATION 2/15/2000 2/15/00 CLM 10.45 P0#000000 VEN#001538SOUTH BEND TRIBUNE BK#008 CHK#038601 INV#5049912 UNEXPENDED BAL UNENCUMB BAL 0.00 0.00 BK#008 CHK#038736 INV#T3211472 f FIN40X SAINT JOSEPH COUNTY CURRENT COMBINED LEDGER RUN DATE: 3/02/2000 PAGE 151 FUND: 001 COUNTY GENERAL FOR 1/01/2000 THRU 2/29/2000 LOC: 037 HISTORIC PRESERVATION BUDGET EFFECTIVE TRAN IRAN ACCT CODE DATE DATE TYPE AMOUNT OTHER DATA 001.33010.000.037 PUBLICATION OF LEGAL NOTICES GENERAL GOVT. HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE EXPENDITURE UNEXPENDED BAL UNENCUMB BAL CUR 0.00 0.00 0.00 10.45 TOT 0.00 0.00 0.00 0.00 0.00 10.45 10.45- 10.45- 001.33100.000.037 PRINTING GENERAL GOVT. HISTORIC PRESERVATION 2/15/2000 2/15/00 CLM 66.06 PO#000000 VEN#001154MICHIANA AREA COUNCIL OF BK#008 CHK#038688 INV# 2/17/2000 2/15/00 APP/ADJ 66.06 001.33100.000.037 PRINTING GENERAL GOVT. HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE EXPENDITURE UNEXPENDED BAL UNENCUMB BAL CUR 0.00 0.00 66.06 66.06 TOT 0.00 0.00 0.00 12,066.06 0.00 66.06 12,000.00 12.000.00 001.39010.000.037 DUES & SUBSCRIPTION GENERAL GOV'T. HISTORIC PRESERVATION 001.39010.000.037 DUES & SUBSCRIPTION GENERAL GOV'T. HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE EXPENDITURE UNEXPENDED BAL UNENCUMB BAL CUR 0.00 0.00 0.00 0.00 TOT 0.00 0.00 0.00 1,000.00 0.00 0.00 1,000.00 1,000.00 001.39211.000.037 HISTORIC PRESERVATION GENERAL GOVT. HISTORIC PRESERVATION 2/08/2000 1/18/00 CLM/ADJ 77.61 PO#000000 VEN#O00507COUNTY COMMISSIONERS BK#008 CHK#036691 INV# 2/08/2000 1/18/00 CLM/ADJ 185.68 PO#000000 VEN#001154MICHIANA AREA COUNCIL OF BK#008 CHK##036809 INV# 2/17/2000 2/15/00 APP/ADJ 112.55- 2/29/2000 1/01/00 APP/ADJ 6,711.05 CFWD 99 GRT APPR 001.39211.000.037 HISTORIC PRESERVATION GENERAL GOVT. HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE EXPENDITURE UNEXPENDED BAL UNENCUMB BAL CUR 0.00 0.00 6,598.50 263.29 TOT 0.00 0.00 0.00 6,598.50 0.00 263.29 6,335.21 6,335.21 001.39750.000.037 DATA PROCESSING GENERAL GOVT. HISTORIC PRESERVATION 2/01/2000 2/01/00 CLM 108.00 PO#000000 VEN#001081MICHIANA FREE -NET BK#008 CHK#037915 INV# 001.39750.000.037 DATA PROCESSING GENERAL GOVT. HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE EXPENDITURE UNEXPENDED BAL UNENCUMB BAL CUR 0.00 0.00 0.00 108.00 TOT 0.00 0.00 0.00 1,175.00 0.00 108.00 1,067.00 1,067.00 ........... ................... ..: r.:. r. r. r..t:.:,:.:.:..: r, r. r. r. r. r. r, r. r.........:..::.:.:.:..............:::......:..:.::. r. e. r. r. r. r..:.: r.:.:.:.:. r, r, r, r. r. r. r. r. r: * TOTALS FOR LOCATION: 037 HISTORIC PRESERVATION ESTIMATED REV RECEIPTS UNRECV REV BAL APPROPRIATION ENCUMBRANCE EXPENDITURE UNEXPENDED BAL UNENCUMB BAL CUR 0.00 0.00 6,711.05 4,013.78 TOT 0.00 0.00 0.00 113,831.05 0.00 7,150.94 106,680.11 106.680.11 STAFF APPROVED CERTIFICATES OF APPROPRIATENESS 1) 2000-0228 —1025 Riverside Drive, re -roof. 2) 2000-0307 —1007 Riverside Drive, reshingle wall.