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HomeMy WebLinkAboutAgreements - The Monreaux Dedicated Improvements DP24-005 May 12, 2026 Ms. Devereaux Peters The Monreaux, LLC 1335 Pyle Ave South Bend, IN 46615 devereauxpeters14@gmail.com RE: Dedicated Improvements Agreement Dear Ms. Peters: At its May 12, 2026 meeting, the Board of Public Works approved the above referenced agreement for Dedicated Improvements in the Monroe and Michigan St ROW Associated with Construction of the Monreaux Building Project No. DP24-005. Enclosed please find a copy of the agreement for your records. Sincerely, /s/ Hillary Horvath Hillary Horvath, Clerk Enclosures HH/cb INTER-OFFICE MEMORANDUM DEPARTMENT OF PUBLIC WORKS DIVISION OF ENGINEERING TO: Hillary Horvath, Clerk Board of Public Works FROM: Gemma Stanton Senior Project Engineer, Division of Engineering SUBJECT: The Monreaux ROW Improvements DATE: May 5th, 2026 Engineering has reviewed the proposed ROW improvements on Michigan and Monroe Streets associated with the development of 100 E Monroe (formerly 505 S Michigan). The developer, the Monreaux, has provided a signed agreement including a performance bond and approved plans for the proposed work. The contractor is also requesting a Long Term Occupancy Permit from the Board under a separate action item. On June 24th, 2025, the Board of Public Works executed a Water Main Line Extension Agreement with Basney Enterprises to extend public water main along the Lasalle Trail, parallel to SR 933. The owner will be required to provide record drawings, test reports, cut sheets, a waiver of lien, and a project completion affidavit as required by the agreement once the project is complete. The City will also have the opportunity to inspect the owner’s work. The owner will also provide a 3-year maintenance bond as part of the acceptance process. Please respond with any questions (EXT 9083). Enc. Dedicated Improvements Agreement May 7, 2026 27453 County Road 150, Nappanee, Indiana 46550 + 574.773.3502 + ryoderconstruction.com 5/4/2026 City of South Bend The estimate used to account for the performance bond was calculated by R. Yoder construction. The cost included the replacement of sidewalks, complete repair of roadways if damaged and cost to replace signs and landscape if damaged. The cost associated with this work was $19 8,574.00. Our attached performance bond is 125% of this cost. Thank you, John Emmons Senior Project Manager R. Yoder Construction, Inc. 1.THE "2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND "STANDARD PLANS" BY THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) ARE HEREBY INCORPORATED INTO THESE CONTRACT DOCUMENTS. COPIES OF THESE STANDARDS ARE AVAILABLE FOR INSPECTION AT THE OFFICE OF THE ENGINEER. 2.THE PLACING OF TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL BE DONE IN ACCORDANCE WITH THE 2011 INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AS AMENDED. 3.ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL LAWS, RULES AND REGULATIONS IN FORCE AT THE TIME OF CONSTRUCTION. 4.THE CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY ERRORS OR DISCREPANCIES BETWEEN THESE PLANS AND/OR PLANS PREPARED BY OTHERS. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS BECOME APPARENT, THESE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION OF ANYTHING AFFECTED SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING ALL BONDS AND INSURANCE CERTIFICATES AND SUBMITTING TRAFFIC CONTROL PLANS FOR REVIEW AND APPROVAL WHICH MAY BE REQUIRED BY THE CITY AND INDOT FOR THE CONSTRUCTION OF THIS PROJECT WITHIN THE RESPECTIVE ROAD RIGHT-OF-WAY. THE CONTRACTOR SHALL APPLY FOR THESE PERMITS UNLESS OTHERWISE NOTED. 6.ALL CONTRACTORS SHALL CALL INDIANA811 @ 811 OR 800-382-5544 FOR PROTECTION OF UNDERGROUND UTILITIES A MINIMUM OF THREE FULL WORKING DAYS (EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS) PRIOR TO BEGINNING EACH EXCAVATION IN ANY AREA. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "INDIANA811" ALERT SYSTEM. 7.THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS OPERATIONS IN A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY OF SOUTH BEND TO NOTIFY THEM THAT WORK IS COMMENCING. 9.ALL FILL MATERIAL SHOULD BE AT APPROXIMATELY THE OPTIMUM MOISTURE CONTENT DURING COMPACTION. FURTHERMORE, FILL MATERIAL SHOULD NOT BE FROZEN NOR BE PLACED ON A FROZEN BASE. IT IS RECOMMENDED THAT ALL EARTHWORK AND SITE PREPARATION ACTIVITIES BE CONDUCTED UNDER ADEQUATE SUPERVISION AND PROPERLY CONTROLLED IN THE FIELD BY A GEOTECHNICAL ENGINEERING TESTING FIRM. 10.COMPACTION OF ANY FILL BY FLOODING IS NOT ACCEPTABLE. THIS METHOD WILL GENERALLY NOT ACHIEVE THE DESIRED COMPACTION, AND THE LARGE QUANTITIES OF WATER WILL TEND TO SOFTEN THE FOUNDATION SOILS. 11.ALL FILL FOR THIS PROJECT MUST BE OBTAINED AND FURNISHED BY THE CONTRACTOR. EXCESS FILL SHALL BE REMOVED FROM SITE BY THE CONTRACTOR. NOTE: NO BORROW OR SOIL REMOVAL ARRANGEMENTS HAVE BEEN PREARRANGED FOR THIS PROJECT, AND SHALL BE THE TOTAL RESPONSIBILITY OF THE CONTRACTOR. 12.SLOPE ALL BANKS AND GRADE UNIFORMLY FROM BACK OF CURB AT STREET TO BACK OF CURB AT PARKING LOT; FROM BACK OF CURB TO EXISTING OR PROPOSED GRADES; OR FROM BACK OF CURB TO PROPOSED/EXISTING SIDEWALKS. IN AREAS WHERE NO CURBING IS PROPOSED, UNIFORMLY SLOPE GRADE FROM TOP OF PAVEMENT TO EXISTING GRADE AT A MAXIMUM SLOPE OF 1 ON 6, UNLESS OTHERWISE NOTED. 13.THE CONTRACTOR SHALL CONDUCT THE WORK IN SUCH A MANNER SO NO EXCAVATIONS ARE LEFT OPEN OVERNIGHT. IF THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL INSTALL A TEMPORARY FENCE TO PROTECT THE EXCAVATION AT THEIR OWN EXPENSE. 14.ALL DISTURBED LAWN AREAS SHALL BE RESTORED WITH TOPSOIL AND SEEDING. 15.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXISTING DRAINAGE PATTERNS, AND SHALL RESOLVE ANY DRAINAGE PROBLEMS ON ADJACENT PROPERTIES WHICH MAY RESULT FROM THE CONTRACTOR'S ACTIVITIES. 16.ADEQUATE DUST CONTROL MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER IN THE FIELD, TO BE INCLUDED IN THE VARIOUS ITEMS OF WORK. 17.ALL SCALES FOR DRAWINGS AND DETAILS ARE BASED ON 24"x36" PRINTED PLANS. DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. 18.ALL RADII FOR CURB AND GUTTER ARE DIMENSIONED TO THE BACK OF THE CURB. 19.TAPER THE CURBS TO ZERO HEIGHT AT SIDEWALKS. SIDEWALK RAMPS SHALL BE BARRIER FREE AND CONSTRUCTED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA). 20.EXPANSION JOINTS FOR CONCRETE CURB AND GUTTER SHALL BE PLACED AT: CURB CORNERS, BEGINNING AND ENDING OF RADII, ALL CATCH BASINS AND MANHOLES, INTERSECTION OF CURB/SIDEWALK, CURB/RETAINING WALL, CURB/BUILDING, AND EXISTING/NEW CONSTRUCTION, AT LENGTHS OF NOT MORE THAN 120' APART, AND AS SPECIFIED ELSEWHERE. 21.CONTRACTION JOINTS ARE TO BE PLACED AT 10' INTERVALS IN CONCRETE PAVEMENT. 22.THE EPOXY COATING FOR THE REBAR WILL NOT BE REQUIRED FOR THE CONCRETE CURB AND GUTTER. 23.HMA MATERIALS FOR THIS PROJECT SHALL BE PERFORMANCE GRADE 58-28. 24.STORM SEWER PIPING SHALL BE CLASS C76-IV SEWER OR ADS - N12 OR HANCOR HI-Q HDPE UNLESS INDICATED OTHERWISE. SEE PLAN FOR SIZES AND LOCATIONS OF PIPING. 25.PROJECT SANITARY SEWER SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST REVISION OF ASTM SPECIFICATION D3034 "TYPE PSM POLY (VINYL CHLORIDE) (PVC) SEWER PIPE AND FITTINGS AND HAVE A MINIMUM WALL THICKNESS OF SDR 35. 26.MAINTAIN 10 FOOT MINIMUM HORIZONTAL SEPARATION BETWEEN THE SANITARY OR STORM SEWER AND WATER MAIN UTILITIES. PROVIDE 18" MINIMUM VERTICAL SEPARATION WHERE THE WATER MAIN CROSSES A SANITARY OR STORM SEWER. 27.ANY SANITARY SEWER, SANITARY SEWER SERVICE LEADS, WATER MAIN, WATER SERVICES, OR STORM SEWER THAT IS DAMAGED BY THE CONTRACTOR DURING THEIR OPERATIONS SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT THE CONTRACTOR'S EXPENSE. 28.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING PERMIT COSTS, TAP FEES, METER DEPOSITS, BONDS, INSPECTIONS AND ALL FEES REQUIRED FOR PROPOSED WORK TO OBTAIN OCCUPANCY. THE CONTRACTOR SHALL MAKE ALL PERMANENT UTILITY APPLICATIONS AND SHALL BE RESPONSIBLE FOR ALL APPLICABLE FEES AND UTILITY SERVICE INSTALLATION FEES. THIS INCLUDES BUT IS NOT LIMITED TO PRIMARY AND SECONDARY ELECTRICAL SERVICES, PERTAINING TO SUCH, ON BEHALF OF THE OWNER. 29.THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL PRE-EXISTING ON-SITE IMPROVEMENTS WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED. THIS INCLUDES BUT IS NOT LIMITED TO BUILDINGS, FOUNDATIONS, FOOTINGS, CURBS, ASPHALT, TREES, SHRUBS, EXISTING UTILITY LINES, DEBRIS AND ALL OTHER ITEMS AND UTILITIES TO BE ABANDONED. 30.SOILS EXPOSED IN THE BASE OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHOULD BE PROTECTED AGAINST ANY DETRIMENTAL CHANGES IN CONDITION SUCH AS FROM DISTURBANCE, RAIN, AND FREEZING. SURFACE RUN-OFF WATER SHOULD BE DRAINED AWAY FROM THE EXCAVATION AND NOT ALLOWED TO POND. IF POSSIBLE, ALL FOOTING CONCRETE SHOULD BE POURED THE SAME DAY THE EXCAVATION IS MADE. IF THIS IS NOT PRACTICAL, THE FOOTING EXCAVATIONS SHOULD BE ADEQUATELY PROTECTED. 31.EXTERIOR CONCRETE SHALL BE 3500 PSI, LIMESTONE AGGREGATE AND 4 - 6% AIR ENTRAINMENT WITH A LIGHT BROOM FINISH. 32.CONCRETE TESTING - CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING ENGINEER TO VERIFY THE SLUMP, AIR ENTRAINMENT AND PROVIDE (3) CYLINDER SAMPLES FOR EACH DAYS POUR, OR 50 C.Y. OF CONCRETE, WHICHEVER OCCURS MORE OFTEN. 33.TESTING REQUIREMENTS (ALL CONTRACTORS) SOIL AND AGGREGATE DENSITY TESTING - CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING CONSULTANT TO VERIFY THE DENSITY OF ALL FILL EXCAVATION AS SPECIFIED AND ALL SLAB, FOUNDATIONS, AND FOOTING SURFACES AS RECOMMENDED BY ENGINEER. TESTING SHALL TAKE PLACE PRIOR TO INSTALLATION OF THE AGGREGATE BASE AND PRIOR TO THE INSTALLATION OF THE HMA PAVEMENT. COPIES OF ALL COMPACTION TEST RESULTS SHALL BE FORWARDED TO THE ENGINEER. 34.THE TACTILE PLATES FOR THE ADA RAMPS WILL BE COLONIAL RED. TRUNCATED DOMES SHALL BE TAMPED INTO WET CONCRETE IN ACCORDANCE WITH INDOT AND ADA ACCESSIBILITY GUIDELINES FOR DETECTABLE WARNINGS AND THE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. 35.FOUNDATION DESIGN BASED ON 2000 PSF NET ALLOWABLE SOIL BEARING PRESSURE. NOTIFIY ENGINEER IF LESSER CONDITIONS ARE ENCOUNTERED. 36.CONCRETE TESTING - CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING ENGINEER TO VERIFY THE SLUMP, AIR ENTRAINMENT AND PROVIDE (3) CYLINDER SAMPLES FOR EACH DAYS POUR, OR EACH 50 CY. OF CONCRETE WHICHEVER OCCURS MOST OFTEN. CONCRETE TESTING SHALL OCCUR FOR ALL CURB, FOOTING, FLOOR SLAB, AND EXTERIOR SLAB CONCRETE. 37.FOUNDATION CONCRETE SHALL BE NORMAL WEIGHT, ASTM C33 AGGREGATE, TYPE 1 PORTLAND CEMENT, 4 IN MAX. SLUMP WITH MINIMUM 28 DAY CYLINDERS COMPRESSIVE STRENGTH OF 3,000 PSI. NO ADMIXTURES ARE TO BE INCLUDED WITHOUT PRIOR WRITTEN AUTHORIZATION OF THE STRUCTURAL ENGINEER. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING MORE CHLORIDE IONS THAN ARE CONTAINED IN MUNICIPAL DRINKING WATER ARE PROHIBITED. 38.ALL REINFORCING STEEL WORK MUST BE IN ACCORDANCE WITH THE RECOMMENDATIONS & REQUIREMENTS OF THE 'CONCRETE REINFORCING STEEL INSTITUTE', (CRSI). 39.MILD STEEL REINFORCEMENT SHALL BE DEFORMED BARS - ASTM A615, GRADE 60. PROVIDE POSITIVE SUPPORT FOR REINFORCEMENT PRIOR TO PLACING CONCRETE TO ASSURE CORRECT POSITIONING AND TO MAINTAIN 3 INCH MINIMUM CLEAR CONCRETE COVER AT BOTTOM AND SIDES OF ALL FOOTINGS AND THICKENED SLABS. 40.PROVIDE A 3/4" INCH CHAMFER ON ALL EXPOSED CORNERS OF CONCRETE. PROJECT NOTES BENTON HARBOR 269.927.0100 www.gowightman.com ROYAL OAK 248.791.1371 KALAMAZOO 269.327.3532 ALLEGAN 269.673.8465 © 4" CONCRETE SIDEWALK 4" SAND SUBBASE INTEGRAL CURB AND SIDEWALK SCALE: NONE PLACE JOINT LINE (TOOL OR SAWCUT)12"8" 6" R. 1 " 1 16"2"2"PARKING LOT SURFACE 2" LEVELING HMA 2" SURFACE HMA PIPE BOLLARD DETAIL NO SCALE NOTE: CENTER OF 6" PIPE BOLLARDS SHALL BE 12" FROM FENCING.4'4'PRIMED & PAINTED STEEL SCH 80 PIPE, FILL WITH CONCRETE AND ROUND OFF TOP. PREPARE, PRIME AND PAINT YELLOW, 2 COATS. HMA PAVEMENT 1" 24"Ø CONCRETE FOUNDATION Fellows StSample StTaylor StTutt St Columbia StCarroll StLafayette BlvdMonroe CirMonroe St South StFranklin StBronson St Main StWestern St Wayne St Michigan StOHEOHEOHEOHEOHEOHEOHEOHE7 2 0 718 718718 719 718717 71971871 9 7 1 9719 71 9 719 720.22 719.70 719.61719.61717.81 717.58 717.36 717.68 718.12 718.44 718.26 718.69 718.86 719.20 719.41719719719 718 GGGGGGGGGGG G G G G G W W W W W W W W W W ST ST ST ST ST ST WWE E EEEEEEEEEE71771671 5 716 715 715716717717.72 717.31 716.76 718.22 718.33 715.84 715.80 716.39 716.84 717.33 716.70 715.97 715.33 716.64 716.35 715.91 717.52 717.32 717.77 718.27 716.87 717.49 715.69 715.68 716.51 716.37 716.75717.46 33.0'66.0'12.0'4.6'5.8'4.5 ' 11.9'66.1'SASASASASASASASASASASAVICINITY MAP (NOT TO SCALE) "ALTA/NSPS LAND TITLE SURVEY" SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 2 EAST, PORTAGE TOWNSHIP, ST. JOSPEPH COUNTY, INDIANA SURVEY NOTES: MONUMENTS HAVE BEEN 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 IN CLOSE PROXIMITY TO THE CORNER (TABLE A, ITEM 1). THE ADDRESS OF SURVEYED PARCEL IS: 505 SOUTH MICHIGAN STREET SOUTH BEND, IN 46601 (TABLE A, ITEM 2). THE SURVEYED PARCEL IS LOCATED IN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER INFORMATION OBTAINED FROM NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAPS, MAP NUMBER 18141C0192D, EFFECTIVE DATE JANUARY 6, 2011 (TABLE A, ITEM 3). THE SURVEYED PARCELS CONTAINS 0.73 OF AN ACRE, MORE OR LESS (TABLE A, ITEM 4). VERTICAL RELIEF (1 FOOT CONTOURS AND SPOT ELEVATIONS) OF THE TOPOGRAPHIC AREA ESTABLISHED FROM GPS AND ON THE GROUND SURVEY OF THE SURVEYED PARCEL. ALONG WITH BENCHMARKS SET DURING THE COURSE OF THIS SURVEY ARE SHOWN HEREON (TABLE A, ITEM 5) NO BUILDINGS ON SURVEYED PARCEL (TABLE A, ITEM 7(a) & 7(b)). SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK ARE SHOWN ON DRAWING (TABLE A, ITEM 8). NO MARKED PARKING SPACES ON SURVEYED PARCEL (TABLE A, ITEM 9). NO BUILDINGS OBSERVED ON SURVEYED PARCEL THEREFORE NO SHARING OF PARTY WALLS EXIST (TABLE A, ITEM 10). LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED. AS SUCH, ON THIS SURVEY, THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED SOLELY FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS PROVIDED BY THE CLIENT. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE UNDERGROUND UTILITIES SHOWN ARE BASED ON THE SURVEYOR’S OPINION AND ARE TRUE TO THE SURVEYOR’S INFORMATION, KNOWLEDGE, AND BELIEF. THE SURVEYOR FURTHER DOES NOT CERTIFY THAT THE UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. WHEN PROVIDED, THE SURVEYOR IS RELYING ON THE ACCURACY, COMPLETENESS, AND TECHNICAL SUFFICIENCY OF THE INFORMATION FURNISHED BY OR ON BEHALF OF THE CLIENT (TABLE A, ITEMS 11(a)). NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS AVAILABLE ARE SHOWN ON DRAWING (TABLE A, ITEM 13). NO EVIDENCE OF EARTH MOVING, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTION FIELDWORK (TABLE A, ITEM 16). LEGAL DESCRIPTION PER EXHIBIT "A", PER COMMITMENT FOR TITLE INSURANCE PREPARED BY GREATER INDIANA TITLE COMPANY, AS ISSUING AGENT OF STEWART TITLE GUARANTY COMPANY, FILE NO. IN017169, POLICY DATE SEPTEMBER 6, 2023: PARCEL 1: LOT NUMBERED NINETEEN (19) IN MARTIN'S ADDITION TO THE CITY OF SOUTH BEND, EXCEPT THE WEST 33 FEET, RECORDED IN PLAT BOOK 3, PAGE 38 IN THE OFFICE OF THE RECORDER OF ST JOSEPH COUNTY, INDIANA. (AFFECTS PIN: 71-08-12-306-010.000-026) PARCEL 2: THE NORTH 2/3 OF LOT NUMBERED TWENTY (20) AS SHOWN ON THE RECORDED PLAT OF SAMUEL MARTIN'S ADDITION TO THE TOWN, NOW CITY OF SOUTH BEND, ST. JOSEPH COUNTY, INDIANA. (AFFECTS PIN: 71-08-12-306-011.000-026) PARCEL 3: THE SOUTH ONE-THIRD (1/3) OF LOT NUMBERED TWENTY (20) AS SHOWN ON THE RECORDED PLAT OF SAMUEL MAR~IN'S ADDITION TO THE CITY OF SOUTH BEND, RECORDED IN PLAT BOOK 3, PAGE~2&IN THE OFFICE OF THE RECORDER OF SAINT JOSEPH COUNTY, INDIANA. (AFFECTS PIN: 71-08-12-306-012.000-026) PARCEL 4: LOT NUMBERED TWENTY-ONE (21) AS SHOWN ON THE RECORDED PLAT OF SAMUEL MARTIN'S ADDITION TO THE CITY OF SOUTH BEND, RECORDED IN PLAT BOOK 3, PAGE 38 IN THE OFFICE OF THE RECORDER OF ST JOSEPH COUNTY, INDIANA, TOGETHER WITH THE NORTH HALF OF THE VACATED ALLEY LYING SOUTH AND ADJACENT TO SAID LOT. (AFFECTS PIN: 71-08-12-306-013.000-026) SCHEDULE B, SECTION II, EXCEPTIONS, PER COMMITMENT FOR TITLE INSURANCE PREPARED BY GREATER INDIANA TITLE COMPANY, AS ISSUING AGENT OF STEWART TITLE GUARANTY COMPANY, FILE NO. IN017169, POLICY DATE SEPTEMBER 6, 2023: ITEM 12 - COVENANTS AND RESTRICTIONS (BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW) CONTAINED IN THE RESOLUTION RECORDED AS DOCUMENT NO. 0737163, RELATING TO REDEVELOPMENT AREA. ITEM 13 - COVENANTS AND RESTRICTIONS (BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW) CONTAINED IN THE ORDINANCE NO. 7729-87 RECORDED AS DOCUMENT NO. 8711393, RELATING TO VACATING ALLEY AFFECTS PARCEL AS SHOWN. ITEM 14 - COVENANTS AND RESTRICTIONS (BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW) CONTAINED IN THE INSTRUMENT RECORDED AS DOCUMENT NO. 26531, RELATING TO PARTY WALL RIGHTS, NO BUILDINGS OBSERVED ON SURVEYED PARCELS. CERTIFICATION: TO: DEPARTMENT OF REDEVELOPMENT OF THE CITY OF SOUTH BEND, FOR THE USE AND BENEFIT OF THE DEPARTMENT OF REDEVELOPEMENT, BY AND THROUGH IT'S GOVERNING BODY, THE SOUTH BEND REDEVELOPMENT COMMISSION, GREATER INDIANA TITLE COMPANY AND STEWART TITLE GUARANTY COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 7(a), 7(b), 8, 9, 10, 11(a), 13, 14, AND 16 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON AUGUST 8, 2023. TERRANCE D. LANG LS - 80040523 DATE tlang@gowightman.com = SET 5/8" REBAR W/ CAP FIRM NO. 0145 = SET MAG NAIL = FOUND IRON = UTILITY POLE = LIGHT POLE = SIGN = CURB INLET = CATCH BASIN = TELEPHONE RISER = GAS METER = GAS VALVE = ELECTRIC METER = WATER VALVE = FIRE HYDRANT = POST = ELECTRIC METER = ELECTRIC MANHOLE = TELEPHONE MANHOLE = WATER MANHOLE = MANHOLE = TRAFFIC SIGNAL POLE = SPOT ELEVATION = RIGHT OF WAY = CORRUGATED PLASTIC PIPE LEGEND SURVEYOR'S REPORT IN ACCORDANCE WITH TITLE 865, ARTICLE 1, CHAPTER 12, SECTION 1 THROUGH 29 OF THE INDIANA ADMINISTRATIVE CODE, THIS RETRACEMENT SURVEY WAS PERFORMED BY OR UNDER THE DIRECTION OF THE REGISTERED LAND SURVEYOR STATED HEREON AND TO THE BEST OF SURVEYOR'S BELIEF WAS EXECUTED ACCORDING TO THE SURVEY REQUIREMENTS OF THIS RULE. FURTHERMORE, THE FOLLOWING OBSERVATIONS AND OPINIONS ARE SUBMITTED REGARDING THE VARIOUS UNCERTAINTIES IN THE LOCATIONS OF THE LINES AND CORNERS ESTABLISHED ON THIS SURVEY AS A RESULT OF: A)AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS; B)OCCUPATION OR POSSESSION LINES C)CLARITY OR AMBIGUITY OF THE RECORD DESCRIPTION USED AND OF ADJOINERS' DESCRIPTIONS AND THE RELATIONSHIP OF THE LINES OF THE SUBJECT TRACT WITH ADJOINER'S LINES D)THE RELATIVE POSITIONAL ACCURACY OF THE MEASUREMENTS THIS SURVEY HAS BEEN PERFORMED UNDER CLASSIFICATION OF AN URBAN SURVEY. THE RELATIVE POSITIONAL ACCURACY OF THE MEASUREMENTS AND CORNERS OF THE SUBJECT TRACT ESTABLISHED IN THIS SURVEY ARE WITHIN SPECIFICATIONS FOR AN URBAN SURVEY. THEORY OF LOCATION: THE PURPOSE OF THE SURVEY IS TO PREPARE AN "ALTA/NSPS LAND TITLE SURVEY" FOR THE PARCELS DESCRIBED IN POLICY NO. IN017169, DATED 9-6-2023. THE BASIS OF BEARING FOR THIS SURVEY IS BASED UPON THE INDIANA STATE PLANE COORDINATED SYSTEM, ZONE EAST. THE FOLLOWING PREVIOUS SURVEY AND PLATS WERE REFERENCED FOR THIS SURVEY... PLAT OF MARTINS ADDITION TO SOUTH BEND, INSTRUMENT NUMBER 1873011, OFFICE OF THE RECORDER, DT JOSEPH COUNTY INDIANA. SURVEY BY LANG FEENEY AND ASSOCIATES INC., DRAWING NUMBER 11759, DATED 10-15-1982. COMMENTS/SUMMARY: FOUND IRONS THROUGHOUT MARTINS ADDITION TO SOUTH BEND. HELD THE SOUTH RIGHT OF WAY LINE OF MONROE STREET TO DETERMINE THE NORTH LINE. HELD THE WEST RIGHT OF WAY LINE OF SOUTH MICHIGAN STREET TO DETERMINE THE EAST LINE. HELD THE CENTERLINE OF THE ALLEY TO DETERMINE THE SOUTH LINE. HELD THE EAST RIGHT OF WAY LINE OF THE ALLEY TO DETERMINE THE WEST LINE. USED THE BUILDING WALLS TO DETERMINE THE WEST EXCEPTION TO PARCEL 1. AS A RESULT OF THE ABOVE OBSERVATIONS, IT IS MY OPINION THAT THE UNCERTAINTIES IN THE LOCATIONS OF THE LINES AND CORNERS ON THIS SURVEY ARE AS FOLLOWS: DUE TO VARIANCES IN THE AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS: NONE DUE TO INCONSISTENCIES IN THE LINES OF OCCUPATION OR POSSESSION: NONE DUE TO DISCREPANCIES OR AMBIGUITY IN THE RECORD OR ADJOINING DESCRIPTIONS: NONE I AFFIRM, UNDER THE PENALTIES FOR PERJURY, THAT I HAVE TAKEN REASONABLE CARE TO REDACT EACH SOCIAL SECURITY NUMBER IN THIS DOCUMENT, UNLESS REQUIRED BY LAW. 1 inch = ft. 0 20 30 40 20 WEST MONROE (80.5' PUBLIC R/W) STREET (ASPHALT ROADWAY, CONCRETE CURB, ±61' WIDE) PLATTED LOT LINES (TYPICAL) ±0.73 OF AN ACRE 501 S. MAIN ST. SOUTH BEND, IN 46601 SITESOUTH MICHIGAN (99' PUBLIC R/W) STREET(ASPHALT ROADWAY, CONCRETE CURB, ±60' WIDE)ALLEY (14' WIDE)LOT 19 VACATED ALLEY (PER ORDIANCE NO. 7729-87) EDGE OF ASPHALT (TYPICAL) R/W LINE BRICK BUILDING CONCRETE CURB (TYPICAL) 720.00 SET MAG NAIL (FLUSH) BRICK (TYPICAL) N ORDNANCE TO VACATE PER ORDINANCE NO. 7729-87 (SCH. B, SEC. II - ITEM 13) FENCE (TYPICAL)VICKIE L GABBARD TRUSTVICKIE L GABBARD TRUSTEEPARCEL NO. 71-08-12-306-009.000-026EMBERTON DEVELOPMENT LLC PARCEL NO. 018-3017-0634 CONCRETE (TYPICAL) LOT 2 0 LOT 21 SET MAG NAIL (FLUSH) SET MAG NAIL (FLUSH) N BURIED WATER LINE (TYPICAL) BURIED GAS LINE (TYPICAL) BURIED ELECTRIC LINE (TYPICAL) OVERHEAD UTILITY LINE (TYPICAL) R/W LINE R/W LINE R/W LINE R/W LINE 6" CPP33.00' N 89°34'48" E N 00°27'08" W 66.00'N 00°27'08" W 138.97'S 89°35'30" W 164.79'S 00°24'59" E 205.00'N 89°34'48" E 131.92' FOUND RAILPOST R/W CPP PARCEL 1 PARCEL 4 TAX PARCEL LINE (TYPICAL) PARCEL 3 PARCEL 2 CITY OF SOUTH BEND DEPARTMENT OF REDEVELOPMENT PARCEL NO. 71-08-12-306-013.000-026 CITY OF SOUTH BEND DEPARTMENT OF REDEVELOPMENT PARCEL NO. 71-08-12-306-012.000-026 CITY OF SOUTH BEND DEPARTMENT OF REDEVELOPMENT PARCEL NO. 71-08-12-306-011.000-026 CITY OF SOUTH BEND PARCEL NO. 71-08-12-306-010.000-026 BUILDING ON LINE BURIED STORM SEWER (TYPICAL) BURIED SANITARY SEWER (TYPICAL) 10/05/2023 ACCESS BENTON HARBOR 269.927.0100 www.gowightman.com ROYAL OAK 248.791.1371 KALAMAZOO 269.327.3532 ALLEGAN 269.673.8465 © OHEOHEOHEOHEOHEOHEOHEOHEGGGGGGGGGGGGGGGG G G G G G G G G G G G GWWWWEEEEEEEEEEEEEEEE E33.0'66.0'12.0'4.6'5.8'4.5 ' 11.9'66.1'SASASASASASASASASASASASASASAWWWWWWWWWWWWWWWWW W16.328' 10' 9' 9'18'9'9' SIDEWALK FLUSH WITH ASPHALT 9'18'PROPOSED BUILDING EXISTING CURB AND GUTTER (TO REMAIN) PROPOSED SIDEWALK N 1 inch = ft. 0 10 10 15 20 9'6.6'197.16'95.54' 59.01' SIDEWALK, CONC, 4 INCH ASPHALT PAVEMENT: 1 1/2" HMA SURFACE 4" HMA INTERMEDIATE 8" AGGREGATE BASE, INDOT #53 LEGEND EXISTING BUILDING (TO REMAIN) EXISTING ALLEYEXISTING ALLEY(TO REMAIN IN USE)MONROE STREET MICHIGAN STREET11.26'16.45'11.1'R5'R5'R5'R5' RIGHT OF WAY RIGHT OF WAY PROPERTY LINE PROPERTY LINE PROPERTY LINE 7.54'14' EX. SIDEWALK 24'PROPOSED 6" SANITARY SERVICE TO BE CONNECTED TO SANITARY SEWER IN THE STREET (SEE SHEET C09 FOR DETAILS) PROPOSED 6" FIRE SUPPRESSION LINE CONNECTED TO WATER MAIN IN THE STREET (SEE SHEET C09 FOR DETAILS)18'18'PARKING BUMPER (TYP) SIDEWALK RAMP CONCRETE PAVEMENT, 8 INCH CONCRETE TO BE CURBED ABOVE PAVEMENT BENTON HARBOR 269.927.0100 www.gowightman.com ROYAL OAK 248.791.1371 KALAMAZOO 269.327.3532 ALLEGAN 269.673.8465 © MAN GATE AUTOMATIC VEHICLE GATE 9'9'5'11'18'24'18'3' 3' LANDSCAPE SWALE OUTDOOR OPEN SPACE LOADING DOCK SIDEWALK WITH INTEGRAL CURB 3.2'SIDEWALK WITH INTEGRAL CURB CURB CURB BOLLARD (TYP) ADA PARKING SPACES TO BE MARKED WITH BLUE 4 INCH WATERBOURNE PAINT PAVEMENT MARKINGS BLUE WATERBORNE PAINT ACCESSIBLE SYMBOL (TYP) MOUNT ACCESSIBLE PARKING SPACE SIGN ON BUILDING (TYP) MOUNT ACCESSIBLE PARKING SPACE SIGN ON BUILDING (TYP) 11.8'5.8'7.8'8.3'8.3'1.3' 16'27' TRANSITION TO FULL HEIGHT SIDEWALK WITH INTEGRAL CURB 8.6'10' 10' RELOCATE FIRE HYDRANT INSTALL DOGHOUSE MANHOLE ON EXISTING SANITARY SEWER. PLACE DROP FOR SANITARY SERVICE EXTEND HYDRANT LEAD EXISTING BRICK SEWER CONTRACTOR TO VERIFY SIZE EXISTING WATER MAIN CONTRACTOR TO VERIFY SIZE PROPOSED 3" DOMESTIC WATER SERVICE CONNECTED TO WATER MAIN IN THE STREET (SEE SHEET C09 FOR DETAILS) SEE LANDSCAPE PLANS FOR DETAILED LAYOUT OF PAVERS (TYP) SEE LANDSCAPE PLAN FOR DETAILED TREE GRATE LAYOUT (TYP) SEE LANDSCAPE PLAN FOR DETAILED GRASS PARKWAY LAYOUT (TYP) SEE LANDSCAPE PLANS FOR OUTDOOR OPEN SPACE DETAILS SECURITY FENCE AUTOMATIC VEHICLE GATE SEE LANDSCAPE PLAN FOR FENCE DETAIL SECURITY FENCE SECURITY FENCE GENERATOR, SEE MEP PLANS 2.5'NOTE: CONTRACTOR SHALL COORDINATE WITH ROW PERMITS OFFICE FOR OCCUPANCY, EXCAVATION, AND UTILITY VERIFICATION. OHEOHEOHEOHEOHEOHEOHEOHE719 7187197187 19 7 1 9719717.68 718.12 718.44 718.26 718.69 718.86719 719 719718 GGGGGGGGGGGGGGGG G G G G G G G G G G G GWWWWEEEEEEEEEEEEEEEE E71771671 5 716717.72 717.31 716.76 718.22 718.33 715.84 715.80 716.39 716.84 717.33 718.27 716.87 717.49 715.69 715.68 716.51 716.37 716.75717.46 33.0'66.0'12.0'4.6'5.8'4.5 ' 11.9'66.1'WWWWWWWWWWWWWWWWW W16.328' 10' 716.64 716.33 715.97 715.36 715.22 715.22 715.88 716.06 716.43 716.50 716.77 716.92 716.99 717.17 716.36 717.40 716.51 716.08 716.75 716.75 717.00 717.00 717.25 717.25 716.77 2.0%1.6%1.6% 1.0%1.7%2.3%2.8% 2.8% 717.25 716.86 717.11 716.61 717.02 718.88 717.24 1.7%1.6% 1.0% 1.5% 1.2% 5.6% 1.2%2.6%1.7%715.45 717.15 716.98 717.05 716.99 717.06 717.25 2.2%2.5% 4.9% 4.2%2.4%3.7%1.2% 3. 4 %3.0%2.8%2.3%1.5%715.64 1.2%1.3%1.8%716.25 2.3% 0.8% 715.31 715.30715.32 715.60 715.32 715.26 715.23 715.22 716.23 716.82716.80716.71 719 719 718 717 716 716 717 715 717 716.85 716.31717.81 717.17 717.25 717.28 717.11717.09 717.15 717.25 717.25 717.68 717.33 715.46 715.56 715.49 715.99 715.99 715.75715.90716.17 716.41 716.76 716.75 716.65 716.75 717.25 717.11 717.09 717.11 717.52 717.93 718.43 718.38 718.38 718.88 718.38 717.88 717.80 718.30 718.17 718.67 718.30 717.80 718.88718.38 718.61 719.11 718.43 717.93 718.30 717.80 718.75 718.25 717.15 717.15 717.09 717.14 717.16 717.10 717.11 716.64 717.14 717.19 716.82 717.16 717.13 716.63 717.16 716.66 717.25 717.15 717.20 717.21 717.25 717.22 717.21 717.25 717.21 717.19 717.25 717.22 716.31 1.7%1.7%2.0% 3.0%1.2%1.2%1.1%2.7 % 717.37 716.98 717.42 717.46 717.55 717.49 716.83 717.69 717.40 717.75 715.39 715.35 715.35 715.28 1.2% 2.3%4.4%3.7% 1.2% 716.921.6% 1.7% 1.3% 1.8% 717.25 717.20 717.11 717.16 716.57 717.29 717.79 717.90 717.13 717.63 717.18 717.36 717.61 718.11 717.93 718.43 71671 6 717717717717 7 1 7 717717 717 71 8 718718718718 717717717 717717.11716.60 716.86 716.56 717.06 716.77 717.05 717.22 717.55 2.1% 3.5% 4.5% 3.6% 3.7% 716.99 716.70 716.69 716.91 716.99 716.83 716.43 716.17 715.50 715.35 715.86 715.77715.90 715.81 716.40 716.23 716.46 716.27 716.48 715.79 716.64 716.52 716.71 716.84 716.80 717.07 717.15 716.61 716.90 716.96 717.02 716.60 716.67 716.74 716.67 715.37715.68 716.09 716.34717.19 2.4%1.6%2.4%1.5%0.3%0.8%1.5%0.8% 1.2% PROPOSED BUILDING EXISTING CURB AND GUTTER (TO REMAIN) PROPOSED SIDEWALK N 1 inch = ft. 0 10 10 15 20 SIDEWALK, CONC, 4 INCH ASPHALT PAVEMENT LEGEND EXISTING BUILDING (TO REMAIN) EXISTING ALLEYEXISTING ALLEY(TO REMAIN IN USE)MONROE STREET MICHIGAN STREETFF: 716.08 FF: 717.25 FF: 716.08 FF: 717.25 FF: 717.25 FF: 717.00 EX. BACK OF CURB ELEVATION (TYP) BENTON HARBOR 269.927.0100 www.gowightman.com ROYAL OAK 248.791.1371 KALAMAZOO 269.327.3532 ALLEGAN 269.673.8465 CONCRETE PAVEMENT, 8 INCH © FF: 717.00 FF: 716.75 FF: 716.75 FF: 717.25 TIE INTO CURB GRADE AT ALLEY FF: 717.25 FF: 717.25 FF: 717.25 OHEGGGGGGGGGGGGGGGG G G G G G G G G G G G GWWWWEEEEEEEE33.0'66.0'12.0'4.6'5.8'4.5' 11.9'66.1'WWWWWWWWWWWWWWWWW W16.328' 10'STSTSTS T S TSTST4 6 1 2 5 3 60 FT - STORM SEWER, 12 INCH @ 0.50% 37 FT - STORM SEWER, 12 INCH @ 0.50% 24 FT - STORM SEWER, 12 INCH @ 0.50% 30 FT - STORM SEWER, 12 INCH @ 0.50%ST7 22 FT - STORM SEWER, 12 INCH @ 0.50% 19 FT - STORM SEWER, 15 INCH @ 0.50%718717STORM STRUCTURES 1 DR STRUCTURE, 48 INCH DIA EJ 1120/M1 2.00 FT SUMP 2 DR STRUCTURE, 48 INCH DIA EJ 1120/M1 2.00 FT SUMP 3 DR STRUCTURE, 48 INCH DIA EJ #1020 M1 0.00 FT SUMP 4 DR STRUCTURE, 48 INCH DIA COVER K 2.00 FT SUMP 5 DR STRUCTURE, 48 INCH DIA EJ 1120/M1 2.00 FT SUMP 6 DR STRUCTURE, 48 INCH DIA EJ 1120/M1 2.00 FT SUMP 7 DR STRUCTURE, 24 INCH DIA STANDARD 2.00 FT SUMP RIM 716.31 INV. 713.08 - 12" N RIM 716.31 INV. 712.78 - 12" S INV. 712.78 - 12" NW INV. 712.68 - 15" W RIM 716.85 INV. 712.59 - 15" E RIM 716.23 INV. 712.97 - 12" SE INV. 712.97 - 12" N RIM 716.65 INV. 713.09 - 12" S INV. 713.09 - 12" N RIM 716.76 INV. 713.24 - 12" S INV. 713.24 - 12" NE RIM 716.40 INV. 713.35 - 12" SWPROPOSED BUILDING EXISTING CURB AND GUTTER (TO REMAIN) PROPOSED SIDEWALK N 1 inch = ft. 0 20 20 30 40 SIDEWALK, CONC, 4 INCH ASPHALT PAVEMENT LEGEND EXISTING BUILDING (TO REMAIN) EXISTING ALLEYEXISTING ALLEY(TO REMAIN IN USE)MONROE STREET MICHIGAN STREETADS STORMTECH MC-4500 CHAMBER SYSTEM BOTTOM OF CHAMBERS: 709.07 BENTON HARBOR 269.927.0100 www.gowightman.com ROYAL OAK 248.791.1371 KALAMAZOO 269.327.3532 ALLEGAN 269.673.8465 © OVERFLOW ROUTE REQUIRED PROVIDED STORAGE VOLUME: 12615 CFT 2'-4' 1'-2' 4'-6'6'8"WASHED NATIVE STONE SHALL BE PLACED TO MINIMUM OF 1' BEYOND THE STRUCTURE. APPROXIMATING 1 3/4" GRADATION. GEOTEXTILE FABRIC AROUND TOP AND SIDES 9" REINFORCED CONCRETE FLAT TOP COVER LEVELING COURSE OF BRICK MINIMUM OF 2 ROWS FINISH GRADE 1 1/2" HOLES, 1' ON CENTER BOTH DIRECTIONS, COMPLETELY AROUND THE STRUCTURE. 1" TO 1 1/2" WASHED STONE TO 1" ABOVE THE BOTTOM OF THE SUMP. LEACHING BASIN DETAIL SCALE: NONE (LEACHING) (LEACHING) (LEACHING) (LEACHING) (LEACHING) (LEACHING) BENTON HARBOR 269.927.0100 www.gowightman.com ROYAL OAK 248.791.1371 KALAMAZOO 269.327.3532 ALLEGAN 269.673.8465 © ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5.WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101 2.MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 NO COMPACTION REQUIRED. 24" (600 mm) MIN* 7.0' (2.1 m) MAX 12" (300 mm) MIN100" (2540 mm) 12" (300 mm) MIN 12" (300 mm) MIN 9" (230 mm) MIN D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 30" (750 mm). 60" (1525 mm) PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-4500 END CAP SUBGRADE SOILS (SEE NOTE 3) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. 9" (230 mm) MIN (SEE NOTE 3) ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS MC-4500 TECHNICAL SPECIFICATION NTS PART #STUB B C MC4500IEPP06T 6" (150 mm)42.54" (1081 mm)--- MC4500IEPP06B ---0.86" (22 mm) MC4500IEPP08T 8" (200 mm)40.50" (1029 mm)--- MC4500IEPP08B ---1.01" (26 mm) MC4500IEPP10T 10" (250 mm)38.37" (975 mm)--- MC4500IEPP10B ---1.33" (34 mm) MC4500IEPP12T 12" (300 mm)35.69" (907 mm)--- MC4500IEPP12B ---1.55" (39 mm) MC4500IEPP15T 15" (375 mm)32.72" (831 mm)--- MC4500IEPP15B ---1.70" (43 mm) MC4500IEPP18T 18" (450 mm) 29.36" (746 mm)---MC4500IEPP18TW MC4500IEPP18B ---1.97" (50 mm)MC4500IEPP18BW MC4500IEPP24T 24" (600 mm) 23.05" (585 mm)---MC4500IEPP24TW MC4500IEPP24B ---2.26" (57 mm)MC4500IEPP24BW MC4500IEPP30BW 30" (750 mm)---2.95" (75 mm) MC4500IEPP36BW 36" (900 mm)---3.25" (83 mm) MC4500IEPP42BW 42" (1050 mm)---3.55" (90 mm) NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)100.0" X 60.0" X 48.3" (2540 mm X 1524 mm X 1227 mm) CHAMBER STORAGE 106.5 CUBIC FEET (3.01 m³) MINIMUM INSTALLED STORAGE*162.6 CUBIC FEET (4.60 m³) WEIGHT (NOMINAL)125.0 lbs.(56.7 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)90.0" X 61.0" X 32.8" (2286 mm X 1549 mm X 833 mm) END CAP STORAGE 39.5 CUBIC FEET (1.12 m³) MINIMUM INSTALLED STORAGE*115.3 CUBIC FEET (3.26 m³) WEIGHT (NOMINAL)90 lbs.(40.8 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" CUSTOM PARTIAL CUT INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. UPPER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB BUILD ROW IN THIS DIRECTION LOWER JOINT CORRUGATION FOOT B C 52.0" (1321 mm) 48.3" (1227 mm) INSTALLED 60.0" (1524 mm) 100.0" (2540 mm)90.0" (2286 mm) 61.0" (1549 mm) 32.8" (833 mm) INSTALLED 38.0" (965 mm) INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. MC-4500 ISOLATOR ROW PLUS DETAIL NTS STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-4500 CHAMBER OPTIONAL INSPECTION PORT MC-4500 END CAP 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-CORED END CAP PART #: MC4500REPE24BC OR MC4500REPE24BW ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MCFLAMP MC-SERIES END CAP INSERTION DETAIL NTS NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. MANIFOLD HEADER MANIFOLD STUB STORMTECH END CAP MANIFOLD HEADER MANIFOLD STUB 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION StormTech®Chamber System4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: UUPROJECT #: CHECKED: N/AREV: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS/STORMTECH UNDER THE DIRECTION OF THE PROJECT’S ENGINEER OF RECORD (“EOR”) OR OTHER PROJECT REPRESENTATIVE. THIS DRAWING IS NOT INTENDED FOR USE IN BIDDING OR CONSTRUCTION WITHOUT THE EOR’S PRIOR APPROVAL. EORSHALL REVIEW THIS DRAWING PRIOR TO BIDDING AND/OR CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE EOR TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.MICHIGAN AVESOUTH BEND, IN, USASHEET 1 1OFNOT TO SCALEISOLATOR ROW PLUS (SEE DETAIL) PLACE MINIMUM 17.50' OF ADSPLUS125 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS CONCEPTUAL ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):12.75 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):8.25 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):7.75 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):7.75 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):7.75 TOP OF STONE:6.75 TOP OF MC-4500 CHAMBER:5.75 24" ISOLATOR ROW PLUS INVERT:0.94 18" x 18" BOTTOM MANIFOLD INVERT:0.91 BOTTOM OF MC-4500 CHAMBER:0.75 BOTTOM OF STONE:0.00 PROPOSED LAYOUT 72 STORMTECH MC-4500 CHAMBERS 8 STORMTECH MC-4500 END CAPS 12 STONE ABOVE (in) 9 STONE BELOW (in) 35 STONE VOID 12653 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) (BASE STONE INCLUDED) 3159 SYSTEM AREA (SF) 243.3 SYSTEM PERIMETER (ft) MAX FLOWINVERT*DESCRIPTIONITEM ON LAYOUTPART TYPE 1.97"18" BOTTOM PARTIAL CUT END CAP, PART#: MC4500IEPP18B / TYP OF ALL 18" BOTTOM CONNECTIONSAPREFABRICATED END CAP 2.26"24" BOTTOM PARTIAL CUT END CAP, PART#: MC4500IEPP24B / TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWSBPREFABRICATED END CAP INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MCFLAMPCFLAMP 1.97"18" x 18" BOTTOM MANIFOLD, ADS N-12DMANIFOLD 16.5 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)ECONCRETE STRUCTURE W/WEIR E B D C A 35.58'77.92'37.58'84.05' 1 MC-4500 CROSS SECTION DETAIL 2 MC-4500 TECHNICAL SPECIFICATION 3 MC-4500 ISOLATOR ROW PLUS DETAIL SPAC E I N T E N TI O N A L L Y L E F T B L A N K SPAC E I N T E N TI O N A L L Y L E F T B L A N K SPAC E I N T E N TI O N A L L Y L E F T B L A N K 4 MC-SERIES END CAP INSERTION DETAIL NOTES •THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. •NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. *INVERT ABOVE BASE OF CHAMBER OHEOHEOHEOHEOHEOHEOHEOHE7187197187 19 7 1 9719717.68 718.12 718.44 718.26 718.69 718.86719719 718 GGGGGGGGGGGGGGGG G G G G G G G G G G G GWWWWEEEEEEEEEEEEEEE E71771671 5 717.72 717.31 716.76 718.22 718.33 715.84 715.80 716.39 716.84 717.33 718.27 716.87 717.49 715.69 715.68 716.51 716.37 716.75717.46 33.0'66.0'12.0'4.6'5.8'4.5 ' 11.9'66.1'W W16.328' 10' 4 6 1 2 5 3 717PROPOSED BUILDING PROPOSED SIDEWALK N 1 inch = ft. 0 10 10 15 20 EXISTING BUILDING (TO REMAIN) EXISTING ALLEYEXISTING ALLEY(TO REMAIN IN USE)MONROE STREET MICHIGAN STREETBENTON HARBOR 269.927.0100 www.gowightman.com ROYAL OAK 248.791.1371 KALAMAZOO 269.327.3532 ALLEGAN 269.673.8465 EROSION CONTROL LEGEND INLET PROTECTION SILT FENCE © BENTON HARBOR 269.927.0100 www.gowightman.com ROYAL OAK 248.791.1371 KALAMAZOO 269.327.3532 ALLEGAN 269.673.8465 © SASASASASASAWWWWWWW W10+00 11+00 11+34 STSTST SASASAWWWWWWWW SASASASASA 700 705 710 715 720 700 705 710 715 720 716.0715.9716.01715.9011+00 50 FT - SAN. SEWER, PVC, 6 INCH @ 1.00% 37 FT - WATER MAIN, DIP, 6 INCH @ 0.70% 17 RIM 716.16 INV. 702.35 - 24" N INV. 702.35 - 24" S INV. 707.47 - 6" W PROPOSED BUILDING EXISTING CURB AND GUTTER (TO REMAIN) PROPOSED SIDEWALK N SIDEWALK, CONC, 4 INCH ASPHALT PAVEMENT: 1 1/2" HMA SURFACE 4" HMA INTERMEDIATE 8" AGGREGATE BASE, INDOT #53 LEGEND MONROE STREET MICHIGAN STREET11.26'16.45'11.1'RIGHT OF WAY PROPOSED 6" PVC SANITARY SERVICE TO BE CONNECTED TO SANITARY SEWER IN THE STREET SIDEWALK RAMP CONCRETE PAVEMENT, 8 INCH BENTON HARBOR 269.927.0100 www.gowightman.com ROYAL OAK 248.791.1371 KALAMAZOO 269.327.3532 ALLEGAN 269.673.8465 © LANDSCAPE SWALE OUTDOOR OPEN SPACE 11.8'5.8'7.8'8.3'8.3'1.3'8.6'9.997' 10' RELOCATE FIRE HYDRANT INSTALL DOGHOUSE MANHOLE ON EXISTING SANITARY SEWER. PLACE DROP FOR SANITARY SERVICE MAINTAIN 18" SPACING (MIN)SCALE: 1" = 10' H, 2.5' V INVERT AT BUILDING: 707.97 INVERT AT BUILDING: 710.46 13.3'EXISTING BRICK SEWER CONTRACTOR TO VERIFY SIZE EXISTING WATER MAIN CONTRACTOR TO VERIFY SIZE EXTEND HYDRANT LEAD PROPOSED 6" DIP FIRE SUPPRESSION LINE CONNECTED TO WATER MAIN IN THE STREET PROPOSED 3" DIP DOMESTIC WATER SERVICE CONNECTED TO WATER MAIN IN THE STREET PROPOSED 6" DIP FIRE LINE AND 3" DIP WATER SERVICE TO BE PLACED ON SAME PROFILE ELEVATION INSTALL DOGHOUSE MANHOLE ON EXISTING SANITARY SEWER. PLACE DROP FOR SANITARY SERVICE.572' BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date: 5/5/2026 Name: Gemma Stanton Department of Public Works – Engineering Division BPW Date: 5/12/2026 Phone Extension: 9083 Required Prior to Submittal to Board BPW Attorney X Attorney Name Dept. Attorney Attorney Name Purchasing Check the Appropriate Item Type – Required for All Submissions Professional Services Agreement Contract Proposal Open Market Contract Amendment/Addendum Special Purchase, QPA Bid Opening Bid Award Req. to Advertise Title Sheet Quote Opening Quote Award Reject Bids/Quotes Proposal Opening C/O & PCA No. PCA Chg. Order, No. Traffic Control Resolution Other: Dedicated Improvements Agreement Ease./Encroach Required Information Company or Vendor Name The Monreaux, LLC New Vendor Yes If Yes, Approved by Purchasing No MBE/WBE Contractor MBE WBE Completed E-Verify Form Attached Yes No Project Name The Monreaux ROW Improvements Project Number DP24-005 Funding Source Account No. Amount Terms of Contract Special Contract Provisions Purpose/Description Dedicated improvements in the Monroe and Michigan Street ROW associated with the construction of the Monreaux Building For Change Orders Only Amount of Increase Decrease $ ($ ) Previous Amount $ Current Percent of Change: Increase Decrease % ( %) New Amount $ Total Percent of Change: Increase Decrease % ( %) Time Extension Amount: New Completion Date: