2103 Wabash Avenue CONTACT US REDEVELOPMENT/ADAPTIVE REUSE OPPORTUNITY > FOR SALE Wabash Avenue St. Paul, MN 55114

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1 REDEVELOPMET/ADAPTIVE REUSE OPPORTUITY > FOR SALE 203 Wabash Avenue 203 Wabash Avenue St. Paul, M 554 COTACT US Eric Batiza eric.batiza@colliers.com Andy Heieie andy.heieie@colliers.com Colliers International Minneapolis-St. Paul 4350 Baker Road, Suite 400, Minnetonka, M 55343

2 TABLE OF COTETS Property Details Aerials Survey Building Plans Building Photos

3 REDEVELOPMET/ADAPTIVE REUSE OPPORTUITY FOR SALE > 203 Wabash Avenue 203 Wabash Avenue St. Paul, M 554 PROPERTY LOCATIO Green Line Light Rail Myrtle Ave University Ave W PROPERTY DETAILS SITE Total Building Area 05,462 square feet Year Built 886, 928 & 947 Land Area.62 acres PID # Zoning I2: General Industrial Allows many potential uses BUILDIG This unique property HIGHLIGHTS presents a one-of-a-kind redevelopment opportunity. Located just south of the LRT Green Line and offering unparalleled access to I-94, 203 Wabash Avenue in St. Paul is currently being offered for sale. Vandalia St Vandalia Tower Wabash Ave Cleveland Ave Sprinkler Partial Building Usage Main Level - 53,969 SF 2nd Level - 27,725 SF 3rd Level - 0,056 SF Basement - 3,72 SF Total Bldg - 05,462 SF Sale Price egotiable

4 203 WABASH AVEUE > WIDE AERIAL Snelling Ave University Ave W Mississippi River SITE Green Line Light Rail The Town & Country Club E Lake St Marshall Ave

5 203 WABASH AVEUE > SURVEY Lot 8, Hewitt's Out Lots st & 2nd Division Lot 9, Hewitt's Out Lots st & 2nd Division and DESCRIPTIO OF PROPERTY SURVEYED (Per Schedule A of the herein referenced Title Commitment) HBG/PAK PROPERTIES 203 WABASH AVEUE SAIT PAUL, MIESOTA That part of the Southeasterly 0 feet of Montgomery Street, formerly Havanna Street, vacated, lying between the orthwesterly extension across said street of the ortheasterly and Southwesterly lines of Lot 8, Hewitt Out Lots First & Second Division, according to the recorded plat thereof, Ramsey County, Minnesota. Being Registered land as is evidenced by Certificate of Title o TITLE COMMITMET EXCEPTIOS (Per Schedule B, Part II of the herein referenced Title Commitment) The property depicted on this survey and the easements of record shown hereon are the same as the property and the easements described in the Commitment for Title Insurance issued by Guaranty Commercial Title, Inc., as agent for Old Republic ational Title Insurance Company, File o , issued on October 2, 207, effective date September 4, 207. The numbers below correspond to those in the title commitment. -5 do not require comment. ALTA/SPS OPTIOAL TABLE A OTES (The following items refer to Table A optional survey responsibilities and specifications). Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses to the corner are shown hereon. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 203 Wabash Avenue, St. Paul, Minnesota. 3. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map o. 2723C0080G, Community Panel o G, effective date of June 4, The Gross land area is 69,2 +/- square feet or.59 +/- acres. URBAWORKS ARCHITECTURE 90 THIRD STREET ORTH SUITE 45 MIEAPOLIS, MIESOTA 5540 LOUCKS PLAIG CIVIL EGIEERIG LAD SURVEYIG LADSCAPE ARCHITECTURE EVIROMETAL 7200 Hemlock Lane, Suite 300 Maple Grove, M (a) We were not provided zoning information by the client. Any zoning classification, setback requirements, height and floor space area restrictions, and parking requirements, shown hereon, was researched to the best of our ability and is open to interpretation. Per the City of St. Paul Zoning Map and City Code, on January 6, 208, information for the subject property is as follows: Zone I-2 (General Industrial) & I-3 (Heavy Industrial); Setbacks: 0 feet; Height: 75 feet 7. (a) Exterior dimensions of all buildings are shown at ground level. 8. Substantial features observed in the process of conducting fieldwork, are shown hereon. 9. There are no striped parking stalls entirely on this site.. We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call Ticket os & The following utilities and municipalities were notified: AT&T TRASMISSIO (62) ROGERS COMMUICATIOS (877) COMCAST (800) CETURYLIK (855) DISTRICT EERGY (65) METRO TRASIT - TRASH/POWER & SIGALS (62) WIDSTREAM COMMUICATIOS (800) MCI (800) METRO TRASIT (62) M COMMERCIAL RAILWAY (65) ST PAUL REGIOAL WATER (65) ST PAUL SEWER (65) ST PAUL TRAFFIC AD LIGHTIG (65) ST PAUL PARKS (65) SPRIT/LOG DISTACE (800) LEVEL 3 COMMUICATIOS (877) XCEL EERGY (65) XO COMMUICATIOS IC (320) ZAYO BADWIDTH (888) CADD QUALIFICATIO CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIOS 02/3/8 SURVEY ISSUED i. Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities private installations that are outside their jurisdiction. These private utilities on the surveyed property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii. The locations of underground utility lines shown hereon is an approximation based on available maps, unless otherwise noted on the survey. iii. Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTIO MUST BE EXERCISED BEFORE A EXCAVATIO TAKES PLACE O OR EAR THIS SITE. BEFORE DIGGIG, YOU ARE REQUIRED BY LAW TO OTIFY GOPHER STATE OE CALL AT LEAST 48 HOURS I ADVACE AT 8 or (65) PROFESSIOAL SIGATURE I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. SURVEY REPORT. The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. Max L. Stanislowski - PLS License o Date 02/3/8 2. Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities. 3. The bearings for this survey are assumed 4. Per terms and conditions of Vacation Resolution, Document o , it appears vacation of right of way of Wabash Avenue has expired. QUALITY COTROL Loucks Project o Project Lead MLS Drawn By BJY Checked By MLS Field Crew DTP 5. Benchmark: MnDOT 6282 R 2. In St. Paul, on the north side of Interstate Highway 94, in the southeast corner of Vandalia Avenue bridge number 945 over a railroad, 0.5 mile north on Cretin Avenue from the junction of Cretin Avenue and Marshall Avenue in St. Paul, then 0. mile north on Vandalia Avenue. Elevation = (GVD) adjusted to City datum. Elevation= (CITY) VICIITY MAP W:\207\7705\CADD DATA\SURVEY\S7705-MASTER Plotted: 02 /3 / 208 3:4 PM FOUD IRO MOUMET SET IRO PIPE THSD THRESHOLD TC TOP OF CURB TH TOP UT HYDRAT SPOT ELEVATIO 2 SCHEDULE B II ITEM O. GAS METER FIRE COECTIO RD ROOF DRAI SURVEY LEGED CATCH BASI STORM MAHOLE SAITARY MAHOLE HYDRAT GATE VALVE POWER POLE LIGHT POLE GUARD POST MAILBOX ELECTRIC MAHOLE UTILITY MAHOLE GAS VALVE ELECTRIC METER STORM SEWER SAITARY SEWER WATERMAI UDERGROUD GAS OVERHEAD UTILITY CHAI LIK FECE COCRETE CURB COCRETE COTOUR RAILROAD TRACKS SCALE I FEET Site Benchmark: TH at the westerly corner of the intersection of Wabash Avenue and Montgomery Street. Elevation = (CITY) CERTIFICATIO To HBG/PAK Properties, The Superior, LLC, Sunrise Banks,.A., Commers Entrerprises-Parnership 4 LLP, Old Republic Title Insurance Company and Guaranty Commercial Title Inc.: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 206 Minimum Standard Detail Requirements for ALTA/SPS Land Title Surveys, jointly established and adopted by ALTA and SPS, and includes Items - 4, 6(a), 7(a), 8, 9 and of Table A thereof. The field work was completed on January 6, 208. Date of Plat or Map: February 3, 208 Max L. Stanislowski, PLS Minnesota License o mstanislowski@loucksinc.com SITE ALTA/SPS LAD TITLE SURVEY OF

6 203 WABASH AVEUE > MAI LEVEL S S2 S3 S4 S4.9 S5 S6 S6.6 S7 S8 S9 WA WB WC WD WE WF WG WH WM W WO WP WQ WR WS WT WU WV WW D D D EA EB EC ED EE EF EG GEERAL DEMOLITIO OTES: D7 REMOVE DOOR AD FRAME. PROTECT ADJACET AREAS OF DEMOLITIO WORK FROM DAMAGE 8. SEE ELEVATIOS FOR OTES REGARDIG WIDOW REPAIR AD REMOVAL. D9 REMOVE EXISTIG WIDOW. ISTALL EW WIDOW TO MATCH HISTORIC OPEIG COORDIATE DEMOLITIO EFFORTS WITH EW COSTRUCTIO COTRACTOR TO VISIT SITE AD FAMILIARIZE HIMSELF WITH THE CODITIOS; D20 REMOVE MASORY IFILL, PREPARE ROUGH OPEIG FOR EW MASORY TO MATCH ICLUDE REMOVAL OF ALL ITEMS REQUIRED TO DO THE WORK D2 REMOVE CLADDIG, STRUCTURE TO REMAI IF SALVAGIG MATERIAL, STORE SAFELY O SITE TO AVOID DAMAGE 0. AT COCRETE COLUMS, PREPARE SURFACE FOR PAITIG FOLLOWIG HAZARDOUS D22 REMOVE EXISTIG WOODE PLATER 4. REMOVE ALL UUSED EQUIPMET & PLUMBIG ULESS OTED OTHERWISE. MATERIAL ABATEMET; MUST OBTAI APPROVAL PRIOR TO PROCEEDIG. D23 REMOVE EXISTIG MASORY TO HISTORIC OPEIG. PREPARE FOR ISTALLATIO OF EW IFILL WALL D24 REMOVE DOOR AD FRAME TO HISTORIC OPEIG. PREPARE FOR ISTALLATIO OF EW IFILL WALL 5. GEERAL CLEAIG OF ALL DEBRIS & LOOSE ITEMS TO BE PART OF. AT WOOD BEAMS, COLUMS, AD JOISTS, CLEA WOOD, ASSOCIATED METAL DEMOLITIO I PREPARATIO OF EW COSTRUCTIO D26 REMOVE EXISTIG DOWSPOUT STRAPPIG, AD PREPARE FOR EW PAITED FIISH FOLLOWIG HAZARDOUS MATERIAL ABATEMET AS IDICATED I HAZARDOUS MATERIAL REPORT. D27 REMOVE EXISTIG PLYWOOD OVER WIDOW. ISTALL EW WIDOW TO RESTORE LIGHT MOITOR 6. CLEA EXISTIG EXPOSED EXTERIOR & ITERIOR BRICK AD TILE WALLS OF ALL PAIT AD GRAFFITI. USE METHODS ACCEPTABLE TO DEPARTMET OF ITERIORS 2. AT ALL EXISTIG PORTIOS TO REMAI, REMOVE MOLD, MILDEW, ALGAE STADARDS FOR HISTORIC REOVATIO; SEE ALTERATE FOR DESCRIPTIO OF THROUGHOUT PRIOR TO COSTRUCTIG EW WORK. OPTIOS; OTE BASE BID IS TO USE CHEMICAL CLEAER, BUT LIGHTER METHODS SHOULD BE EVALUATED AD CREDIT GIVE SHOULD GETLER MEAS BE ADEQUATE. 3. AT EXISTIG DAMAGED WOOD FLOOR OPEIGS UP TO 8" X 8" - (VISIBLE FROM UDERSIDE) PROVIDE SHEET METAL PLATE SET I SEALAT PRIOR TO POURIG; 7. IF COTRACTOR HAS QUESTIO REGARDIG DEMOLITIO SCOPE OF WORK, AYTHIG LARGER PROVIDE REPLACEMET DECKIG COTACT ARCHITECT / OWER PRIOR TO PROCEEDIG A Wabash Avenue Saint Paul, M 554 Superior URBAWORKS ARCHITECTURE LLC, ORTH THIRD STREET, SUITE 45, MIEAPOLIS, M 5540 COSULTAT OT FOR COSTRUCTIO PRICIG SET REVISIOS DATE 2/6/208 PROJECT # PHASE SD DRAW BY Author CHECKED BY Checker LEVEL DEMO PLA - OVERALL D0 203 WABASH AVEUE > 2D LEVEL D0 LEVEL - DEMO PLA " = 0'-0" S S2 S3 S4 S4.9 S5 S6 S6.6 S7 S8 S9 WA DEMOLITIO KEYOTES D0 REMOVE EXISTIG MASORY TO HISTORIC OPEIG. PREPARE FOR ISTALLATIO OF EW WIDOW D02 REMOVE DOOR AD FRAME TO HISTORIC OPEIG. PREPARE FOR ISTALLATIO OF EW DOOR D03 CREATE EW OPEIG I EXISTIG MASORY FOR EW WIDOW / DOOR D04 REMOVE EXISTIG MASORY / WIDOW TO HISTORIC OPEIG. PREPARE FOR EW WIDOW D05 REMOVE OVERHEAD GARAGE DOOR D06 REMOVE IFILL PAEL FOR EW WIDOW D07 REMOVE CORER GUARD, REPAIR BRICK AS EEDED D09 REMOVE VIES O BRICK MASORY D0 REMOVE LIGHT FIXTURE D REMOVE DOWSPOUT D2 REMOVE SIGAGE AD / OR AWIG D5 REMOVE BLOCK STRUCTURE, REMOVE ALL MATERIALS FROM BRICK MASORY WALL BEYOD, PREPARE FOR TUCK POIT D6 REMOVE LOADIG DOCK HOOD AD PADS WB WC WD WE WF WG WH WM W WO WP WQ WR WS WT WU WV WW EA EB EC ED EE EF EG GEERAL DEMOLITIO OTES:. PROTECT ADJACET AREAS OF DEMOLITIO WORK FROM DAMAGE 8. SEE ELEVATIOS FOR OTES REGARDIG WIDOW REPAIR AD REMOVAL. D7 REMOVE DOOR AD FRAME D9 REMOVE EXISTIG WIDOW. ISTALL EW WIDOW TO MATCH HISTORIC OPEIG COORDIATE DEMOLITIO EFFORTS WITH EW COSTRUCTIO COTRACTOR TO VISIT SITE AD FAMILIARIZE HIMSELF WITH THE CODITIOS; D20 REMOVE MASORY IFILL, PREPARE ROUGH OPEIG FOR EW MASORY TO MATCH ICLUDE REMOVAL OF ALL ITEMS REQUIRED TO DO THE WORK IF SALVAGIG MATERIAL, STORE SAFELY O SITE TO AVOID DAMAGE D2 REMOVE CLADDIG, STRUCTURE TO REMAI 0. AT COCRETE COLUMS, PREPARE SURFACE FOR PAITIG FOLLOWIG HAZARDOUS D22 REMOVE EXISTIG WOODE PLATER 4. REMOVE ALL UUSED EQUIPMET & PLUMBIG ULESS OTED OTHERWISE. MATERIAL ABATEMET; MUST OBTAI APPROVAL PRIOR TO PROCEEDIG. D23 REMOVE EXISTIG MASORY TO HISTORIC OPEIG. PREPARE FOR ISTALLATIO OF EW IFILL WALL 5. GEERAL CLEAIG OF ALL DEBRIS & LOOSE ITEMS TO BE PART OF D24 REMOVE DOOR AD FRAME TO HISTORIC OPEIG. PREPARE FOR ISTALLATIO OF EW IFILL WALL. AT WOOD BEAMS, COLUMS, AD JOISTS, CLEA WOOD, ASSOCIATED METAL DEMOLITIO I PREPARATIO OF EW COSTRUCTIO STRAPPIG, AD PREPARE FOR EW PAITED FIISH FOLLOWIG HAZARDOUS D26 REMOVE EXISTIG DOWSPOUT MATERIAL ABATEMET AS IDICATED I HAZARDOUS MATERIAL REPORT. D27 REMOVE EXISTIG PLYWOOD OVER WIDOW. ISTALL EW WIDOW TO RESTORE LIGHT MOITOR 6. CLEA EXISTIG EXPOSED EXTERIOR & ITERIOR BRICK AD TILE WALLS OF ALL PAIT AD GRAFFITI. USE METHODS ACCEPTABLE TO DEPARTMET OF ITERIORS 2. AT ALL EXISTIG PORTIOS TO REMAI, REMOVE MOLD, MILDEW, ALGAE STADARDS FOR HISTORIC REOVATIO; SEE ALTERATE FOR DESCRIPTIO OF THROUGHOUT PRIOR TO COSTRUCTIG EW WORK. OPTIOS; OTE BASE BID IS TO USE CHEMICAL CLEAER, BUT LIGHTER METHODS SHOULD BE EVALUATED AD CREDIT GIVE SHOULD GETLER MEAS BE ADEQUATE. 3. AT EXISTIG DAMAGED WOOD FLOOR OPEIGS UP TO 8" X 8" - (VISIBLE FROM UDERSIDE) PROVIDE SHEET METAL PLATE SET I SEALAT PRIOR TO POURIG; 7. IF COTRACTOR HAS QUESTIO REGARDIG DEMOLITIO SCOPE OF WORK, AYTHIG LARGER PROVIDE REPLACEMET DECKIG COTACT ARCHITECT / OWER PRIOR TO PROCEEDIG 0' 2.5' 5' 0' A Wabash Avenue Saint Paul, M 554 Superior URBAWORKS ARCHITECTURE LLC, ORTH THIRD STREET, SUITE 45, MIEAPOLIS, M 5540 COSULTAT OT FOR COSTRUCTIO PRICIG SET REVISIOS DATE 2/6/208 PROJECT # PHASE SD DRAW BY Author CHECKED BY Checker LEVEL 2 DEMO PLA - OVERALL D02 D02 LEVEL 2 - DEMO PLA " = 0'-0" DEMOLITIO KEYOTES D0 REMOVE EXISTIG MASORY TO HISTORIC OPEIG. PREPARE FOR ISTALLATIO OF EW WIDOW D02 REMOVE DOOR AD FRAME TO HISTORIC OPEIG. PREPARE FOR ISTALLATIO OF EW DOOR D03 CREATE EW OPEIG I EXISTIG MASORY FOR EW WIDOW / DOOR D04 REMOVE EXISTIG MASORY / WIDOW TO HISTORIC OPEIG. PREPARE FOR EW WIDOW D05 REMOVE OVERHEAD GARAGE DOOR D06 REMOVE IFILL PAEL FOR EW WIDOW D07 REMOVE CORER GUARD, REPAIR BRICK AS EEDED D09 REMOVE VIES O BRICK MASORY D0 REMOVE LIGHT FIXTURE D REMOVE DOWSPOUT D2 REMOVE SIGAGE AD / OR AWIG D5 REMOVE BLOCK STRUCTURE, REMOVE ALL MATERIALS FROM BRICK MASORY WALL BEYOD, PREPARE FOR TUCK POIT D6 REMOVE LOADIG DOCK HOOD AD PADS 0' 2.5' 5' 0' 3/2/208 :24:4 PM C:\!Revit Project Files\ A8 Central_jseppanen@urban-works.com.rvt 3/2/208 :24:44 PM C:\!Revit Project Files\ A8 Central_jseppanen@urban-works.com.rvt

7 203 WABASH AVEUE > 3RD LEVEL S S2 S3 S4 S4.9 S5 S6 S6.6 S7 S8 S9 WA WB WC WD WE WF WG WH WF WG WH EA EB EC ED EE EF EG WM W WO WP WQ WR WS WT WU WV WW GEERAL DEMOLITIO OTES:. PROTECT ADJACET AREAS OF DEMOLITIO WORK FROM DAMAGE 8. SEE ELEVATIOS FOR OTES REGARDIG WIDOW REPAIR AD REMOVAL. COORDIATE DEMOLITIO EFFORTS WITH EW COSTRUCTIO IF SALVAGIG MATERIAL, STORE SAFELY O SITE TO AVOID DAMAGE 4. REMOVE ALL UUSED EQUIPMET & PLUMBIG ULESS OTED OTHERWISE. 5. GEERAL CLEAIG OF ALL DEBRIS & LOOSE ITEMS TO BE PART OF DEMOLITIO I PREPARATIO OF EW COSTRUCTIO 6. CLEA EXISTIG EXPOSED EXTERIOR & ITERIOR BRICK AD TILE WALLS OF ALL PAIT AD GRAFFITI. USE METHODS ACCEPTABLE TO DEPARTMET OF ITERIORS STADARDS FOR HISTORIC REOVATIO; SEE ALTERATE FOR DESCRIPTIO OF OPTIOS; OTE BASE BID IS TO USE CHEMICAL CLEAER, BUT LIGHTER METHODS SHOULD BE EVALUATED AD CREDIT GIVE SHOULD GETLER MEAS BE ADEQUATE. 7. IF COTRACTOR HAS QUESTIO REGARDIG DEMOLITIO SCOPE OF WORK, COTACT ARCHITECT / OWER PRIOR TO PROCEEDIG COTRACTOR TO VISIT SITE AD FAMILIARIZE HIMSELF WITH THE CODITIOS; ICLUDE REMOVAL OF ALL ITEMS REQUIRED TO DO THE WORK 0. AT COCRETE COLUMS, PREPARE SURFACE FOR PAITIG FOLLOWIG HAZARDOUS MATERIAL ABATEMET; MUST OBTAI APPROVAL PRIOR TO PROCEEDIG.. AT WOOD BEAMS, COLUMS, AD JOISTS, CLEA WOOD, ASSOCIATED METAL STRAPPIG, AD PREPARE FOR EW PAITED FIISH FOLLOWIG HAZARDOUS MATERIAL ABATEMET AS IDICATED I HAZARDOUS MATERIAL REPORT. 2. AT ALL EXISTIG PORTIOS TO REMAI, REMOVE MOLD, MILDEW, ALGAE THROUGHOUT PRIOR TO COSTRUCTIG EW WORK. 3. AT EXISTIG DAMAGED WOOD FLOOR OPEIGS UP TO 8" X 8" - (VISIBLE FROM UDERSIDE) PROVIDE SHEET METAL PLATE SET I SEALAT PRIOR TO POURIG; AYTHIG LARGER PROVIDE REPLACEMET DECKIG Wabash Avenue Saint Paul, M 554 Superior URBAWORKS ARCHITECTURE LLC, ORTH THIRD STREET, SUITE 45, MIEAPOLIS, M 5540 COSULTAT OT FOR COSTRUCTIO PRICIG SET REVISIOS DATE 2/6/208 PROJECT # PHASE SD DRAW BY Author CHECKED BY Checker LEVEL 3 DEMO PLA - OVERALL D WABASH AVEUE > LOWER LEVEL D03 LEVEL 3 - DEMO PLA " = 0'-0" S S2 S3 S4 S4.9 S5 S6 S6.6 S7 S8 S9 WA DEMOLITIO KEYOTES D0 REMOVE EXISTIG MASORY TO HISTORIC OPEIG. PREPARE FOR ISTALLATIO OF EW WIDOW D02 REMOVE DOOR AD FRAME TO HISTORIC OPEIG. PREPARE FOR ISTALLATIO OF EW DOOR D03 CREATE EW OPEIG I EXISTIG MASORY FOR EW WIDOW / DOOR D04 REMOVE EXISTIG MASORY / WIDOW TO HISTORIC OPEIG. PREPARE FOR EW WIDOW D05 REMOVE OVERHEAD GARAGE DOOR D06 REMOVE IFILL PAEL FOR EW WIDOW D07 REMOVE CORER GUARD, REPAIR BRICK AS EEDED D09 REMOVE VIES O BRICK MASORY D0 REMOVE LIGHT FIXTURE D REMOVE DOWSPOUT D2 REMOVE SIGAGE AD / OR AWIG D5 REMOVE BLOCK STRUCTURE, REMOVE ALL MATERIALS FROM BRICK MASORY WALL BEYOD, PREPARE FOR TUCK POIT D6 REMOVE LOADIG DOCK HOOD AD PADS WB WC WD WE WF WG WH EA EB EC ED EE EF EG D7 REMOVE DOOR AD FRAME D9 REMOVE EXISTIG WIDOW. ISTALL EW WIDOW TO MATCH HISTORIC OPEIG D20 REMOVE MASORY IFILL, PREPARE ROUGH OPEIG FOR EW MASORY TO MATCH D2 REMOVE CLADDIG, STRUCTURE TO REMAI D22 REMOVE EXISTIG WOODE PLATER D23 REMOVE EXISTIG MASORY TO HISTORIC OPEIG. PREPARE FOR ISTALLATIO OF EW IFILL WALL D24 REMOVE DOOR AD FRAME TO HISTORIC OPEIG. PREPARE FOR ISTALLATIO OF EW IFILL WALL D26 REMOVE EXISTIG DOWSPOUT D27 REMOVE EXISTIG PLYWOOD OVER WIDOW. ISTALL EW WIDOW TO RESTORE LIGHT MOITOR UOCCUPIABLE SPACE 0' 2.5' 5' 0' UOCCUPIABLE SPACE GEERAL DEMOLITIO OTES:. PROTECT ADJACET AREAS OF DEMOLITIO WORK FROM DAMAGE 8. SEE ELEVATIOS FOR OTES REGARDIG WIDOW REPAIR AD REMOVAL. COORDIATE DEMOLITIO EFFORTS WITH EW COSTRUCTIO IF SALVAGIG MATERIAL, STORE SAFELY O SITE TO AVOID DAMAGE REMOVE ALL UUSED EQUIPMET & PLUMBIG ULESS OTED OTHERWISE. COTRACTOR TO VISIT SITE AD FAMILIARIZE HIMSELF WITH THE CODITIOS; ICLUDE REMOVAL OF ALL ITEMS REQUIRED TO DO THE WORK AT COCRETE COLUMS, PREPARE SURFACE FOR PAITIG FOLLOWIG HAZARDOUS MATERIAL ABATEMET; MUST OBTAI APPROVAL PRIOR TO PROCEEDIG. 5. GEERAL CLEAIG OF ALL DEBRIS & LOOSE ITEMS TO BE PART OF. AT WOOD BEAMS, COLUMS, AD JOISTS, CLEA WOOD, ASSOCIATED METAL DEMOLITIO I PREPARATIO OF EW COSTRUCTIO STRAPPIG, AD PREPARE FOR EW PAITED FIISH FOLLOWIG HAZARDOUS MATERIAL ABATEMET AS IDICATED I HAZARDOUS MATERIAL REPORT. 6. CLEA EXISTIG EXPOSED EXTERIOR & ITERIOR BRICK AD TILE WALLS OF ALL PAIT AD GRAFFITI. USE METHODS ACCEPTABLE TO DEPARTMET OF ITERIORS 2. AT ALL EXISTIG PORTIOS TO REMAI, REMOVE MOLD, MILDEW, ALGAE STADARDS FOR HISTORIC REOVATIO; SEE ALTERATE FOR DESCRIPTIO OF THROUGHOUT PRIOR TO COSTRUCTIG EW WORK. OPTIOS; OTE BASE BID IS TO USE CHEMICAL CLEAER, BUT LIGHTER METHODS SHOULD BE EVALUATED AD CREDIT GIVE SHOULD GETLER MEAS BE ADEQUATE. 3. AT EXISTIG DAMAGED WOOD FLOOR OPEIGS UP TO 8" X 8" - (VISIBLE FROM UDERSIDE) PROVIDE SHEET METAL PLATE SET I SEALAT PRIOR TO POURIG; 7. IF COTRACTOR HAS QUESTIO REGARDIG DEMOLITIO SCOPE OF WORK, AYTHIG LARGER PROVIDE REPLACEMET DECKIG COTACT ARCHITECT / OWER PRIOR TO PROCEEDIG Wabash Avenue Saint Paul, M 554 Superior URBAWORKS ARCHITECTURE LLC, ORTH THIRD STREET, SUITE 45, MIEAPOLIS, M 5540 COSULTAT OT FOR COSTRUCTIO PRICIG SET REVISIOS DATE 2/6/208 PROJECT # PHASE SD DRAW BY Author CHECKED BY Checker SUBLEVEL DEMO PLA - OVERALL D00 D00 SUBLEVEL - DEMO PLA " = 0'-0" 0' 2.5' 5' 0' 3/2/208 :24:45 PM C:\!Revit Project Files\ A8 Central_jseppanen@urban-works.com.rvt 3/2/208 :24:38 PM C:\!Revit Project Files\ A8 Central_jseppanen@urban-works.com.rvt

8 203 WABASH AVEUE > PHOTOS

9 COTACT Eric Batiza Vice President Andy Heieie Vice President Colliers International Minneapolis-St. Paul 4350 Baker Road, Suite 400 Minnetonka, M 55343