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HomeMy WebLinkAboutWater and Sewer Extension Agreement - Marion Court Subdivision Proj No DP24-063 - SDI South Bend1316 COUNTY -CITY BUILDING 227 W. JEFFERSON BOULEVARD SOUTH BEND, INDIANA 46601-1830 PHONE 574/235-9251 FAx 574/235-9171 CITY OF SOUTH BEND JAMES MUELLER, MAYOR BOARD OF PUBLIC WORKS June 10, 2025 John Lovely Land Development Manager SDI South Bend, LLC/Allen Edwin Homes 2186 E. Centre Street Portage, MI 49002 Jlovely&allenedwin. com RE: Water and Sewer Extension Agreement Dear Mr. Lovely: At its June 10, 2025 meeting, the Board of Public Works approved the above referenced agreement for the construction of water and sewer mains for the Marion Court Subdivision Project No. DP24-063. Enclosed please find the original of the agreement for your signature. Please sign and return the agreement to hhorvathnsouthbendin. _ og_v. Please retain a copy for your records. If you have any further questions, please call this office at (574) 235-9251. Sincerely, /s/ Theresa Heffner Theresa Heffner, Clerk Enclosures TH/hh ELIZABETH A. MARADIK JOSEPH R. MOLNAR GARY A. GILOT MURRAY L. MILLER BREANA N. MIcou SEWER AND WATER SERVICE AGREEMENT This Sewer and Water Service Agreement ("Agreement") is made on the loth day of June, 2025 by and between SDI South Bend, LLC ("Owner"), 2186 E Centre Street, Portage, MI, 49002, and the City of South Bend, a municipal corporation existing under the laws of Indiana, acting by and through its Board of Public Works ("City") in accordance with 170 I.A.C. 6-1.5-40. WHEREAS, Owner intends to develop 0.55 of acres located at the NW corner of Marion St. and Leland Avenue for a residential subdivision that includes 16 housing units across 6 parcels, of which 12 housing units on 2 parcels require extensions of public utilities; WHEREAS, Owner plans to extend and make additions to existing water and sanitary sewer systems to serve said development as shown on the Exhibit A, attached and incorporated hereto (the "Dedicated Improvements"), and desires certain commitments from City; and WHEREAS, the engineering design for said Dedicated Improvements has been, or will be, accomplished by competent professional engineers registered and licensed in the State of Indiana; and NOW, THEREFORE, in consideration of the obligations, terms and conditions contained herein, the adequacy of which the parties expressly acknowledge, Owner and the City agree as foll rsRecitals The parties hereto acknowledge and agree that the foregoing recitals are incorporated herein as a part of this Agreement. 2. Design The Owner shall consult the City and allow the City Engineer or her designee input prior to designating the project engineer who shall be responsible for the engineering design and inspection in connection with the installation of the Dedicated Improvements (the "Project Engineer"). The Owner shall inspect the site during construction to ensure the Project Engineer's conformance to zoning requirements, adequacy of design, and conformance to the City's specifications and standards regarding location, size and depth of line, and quality of construction of the Dedicated Improvements. The Owner shall provide the plans with a City of South Bend cover sheet and specifications for the Dedicated Improvements along with a cost estimate to the City. The Owner shall also provide to the City a statement from the Project Engineer certifying that the materials and workmanship including pipes, bedding, manholes, and other related materials and work meet the City's specifications and standards. Upon request of the City, the certification shall be substantiated by material affidavits from suppliers and by applicable test results for inflow/infiltration, exfiltration, deflection, pressure, leaks, bacteria, compaction and other tests required by the City. All construction, engineering, and inspection costs in connection with the Dedicated Improvements shall be borne by the Owner. 3. Construction Inspection The Owner has provided the City with Exhibit A, which depicts drawings of the Dedicated Improvements, which the City acknowledges conforms to the City's standards. The Owner shall allow the City to inspect the Dedicated Improvements during construction to ensure conformance to the agreed standards set forth in Exhibit A, in particular with regard to zoning requirements, adequacy of design, and quality of construction. The Owner shall contact the City's Engineering Department at least two (2) business days in advance to arrange for the attendance of a City inspector at key milestones throughout work. Key milestones shall include but not limited to: mandrel deflection testing, sanitary sewer taps, and water main taps. The Owner agrees to perform any necessary adjustments as reasonably requested by the City to ensure the Dedicated Improvements are constructed in accordance with Exhibit A. 4. Permits It shall be Owner's sole responsibility and expense to obtain any and all permits associated with the construction and installation of the Dedicated Improvements and to comply with all applicable laws. 5. Engineer's Estimate The Owner has provided an Engineer's Estimate (See Exhibit B, incorporated herein by reference and attachment) for the cost to construct the Dedicated Improvements, including but not limited to, construction engineering, excavation, pipe materials, valves, hydrants, and all other appurtenant materials, supplies and equipment, permit fees, backfill and bedding, pavement, curbs, sidewalks, signs, and restoration of the areas within the proposed R.O.W. 6. Performance Bond Owner shall provide the City with a performance bond for an amount equal to one hundred twenty—five percent (125%) of the construction cost covering all work performed or to be performed pursuant to this Agreement. Owner's failure to provide the performance bond as prescribed herein shall cause this Agreement to be immediately terminated and of no effect, without the requirement of notice. The performance bond shall be provided concurrently with the execution of this Agreement and attached as Exhibit C. 7. Maintenance Bond Within ten (10) days of City's acceptance of the Dedicated Improvements, Owner shall provide the City with a maintenance bond equal to ten percent (10%) of the construction cost covering all work performed or to be performed pursuant to this Agreement, and such bond shall remain in effect for three (3) years after dedication as described in Section 9 below. 8. Term Except as otherwise provided herein, this Agreement shall continue for a period of sixteen (16) months from the Effective Date of this Agreement, or upon the issuance of the relevant occupancy permit(s), whichever occurs last. 9. Dedication Upon completion of the construction of the Dedicated Improvements substantially as depicted in Exhibit A, the Owner shall also convey an easement and dedicate to the City within such easement the Dedicated Improvements as public infrastructure. It is understood by the Owner that no dedication shall be accepted by the City until all required easements have been conveyed, accepted, and recorded by the City. The Owner agrees that it shall properly record in the Office of the St. Joseph County Recorder a drawing of the property which clearly delineates the distinction between the Dedicated Improvements and sanitary sewer lines which such maintenance will be the sole responsibility of the Owner or a future property owner. The Owner shall use its best efforts to work with the City to ensure that the Dedicated Improvements are dedicated to the City in a timely manner. Additionally, prior to dedication, the following must be satisfied: a. All parts and labor must meet the standards and requirements stated in the design specifications as presented to and accepted by the City's Engineering Department. b. Lien waivers must be received with regard to all workmanship and materials used in connection with these improvements. c. The Completion Affidavit must be furnished to Owner by the South Bend, Indiana Board of Public Works. d. Owner must provide copies of test reports or cut sheets on all materials supplied. e. Owner must provide test results in accordance with City Standards, prevailing specifications, and City Engineering direction. At a minimum, required tests are: i. Water: coliform test, hydrostatic pressure test, and hydrant flow test for water ii. Sewer: sewer leakage test (hydrostatic or air test), mandrel deflection test, and negative air pressure test (for manholes) f. Owner must provide televising DVDs of the Sewer per the City of South Bend Construction Standards and Specifications 4-4.2. g. Owner must provide As -Built drawings in accordance with the City of South Bend Prevailing Specifications for Public Works, which may be found at https:Hsouthbendin.gov/wp-content/uploads/2020/05/Prevailing-Supplemental- Specifications.pdf Owner's failure to comply with this Section 9 shall be a material breach of this Agreement. 10. System Development Charges Simultaneously with the execution of this Agreement, the Owner shall pay the City a sum of $16,200 (fourteen thousand, five -hundred and eighty dollars and 00/100) for access to the City's water and sewer sanitary systems set forth as Exhibit D. A 10% discount is to be applied to the payment when paid as a lump sum. For purposes of this section of the Agreement, an equivalent residential unit ("ERU") shall mean a single residential unit. For purposes of customers that are not single-family residences, one ERU shall equal estimated wastewater and water flows of 310 gallons per day, respectively. No customer will be less than one ERU. For every new connection to the South Bend Municipal Sewer Works, a capital contribution of $1,145 shall be collected per ERU. For every new connection to the South Bend Municipal Water Works, a system development charge of four hundred seventy-five dollars ($475.00) shall be collected per ERU and additional portion thereof to be connected. All charges shall be paid to the City at the time the application for connection is filed. For all other types of structures, the ERU calculation shall be based upon the ratio of Average Daily Flow as computed pursuant to 327 IAC 3-6-11 in relationship to 310 gallons per day. For structures not listed in 327 IAC 3-6-11, the ERU shall be calculated as the relationship between the Average Daily Flow reported in the sewer capacity certification for the structure and 310 gallons per day. 11. Waiver of Remonstration Owner agrees to waive its right to remonstrate and hereby consent to annexation. Further, Owner agrees to execute a petition of annexation upon request by the City. 12. Indemnification Owner agrees and undertakes to indemnify and hold the City, and its respective agents, employees, successors, and assigns, harmless from any liability, loss, costs, damages or expenses, including attorneys' fees, which the City may suffer or incur as a result of any claims or actions which may be brought by any person or entity arising out of this Agreement. If any action is brought against the City or its respective agents, employees, successors, or assigns, in connection with this Agreement, Owner agrees to defend such action or proceedings at its own expense and to pay any judgment rendered therein. 13.Insurance Owner, or Owner's contractor, at Owner's sole expense, shall maintain during the term of this Agreement, commercial general liability insurance covering the Owner and the Dedicated Improvements in an amount not less than Five Million Dollars ($5,000,000.00) per occurrence. Owner understands and agrees the amount of insurance does not in any way limit liability under this agreement to $5,000,000. The Certificate of Insurance shall be provided concurrently with the execution of this Agreement and attached as Exhibit E. 14. Assignment This Agreement may not be assigned by the Owner without the express written consent of the City which such consent may be withheld for any reason. Any violation of this limitation shall terminate the City's obligation and forfeit the Owner's rights under this Agreement. 15. Material Breach In the event either party breaches any of the provisions set forth herein, the non -breaching party shall provide written notice of the breach to the breaching party. Upon receipt of the notice, the breaching party shall use its good faith efforts to cure the breach as soon as practical. In the event the breach is not cured within a reasonable amount of time, the non -breaching party may terminate this Agreement and pursue its legal and equitable remedies. 16. Governing Law and Jurisdiction This Agreement shall be construed and interpreted according to the laws of the State of Indiana, including, but not limited to, I.C. § 8-1-2-101.5 and 170 I.A.C. 6-1.5 et seq. and/or 170 I.A.C. 8.5-4 et seq. regarding the dispute resolution process of customer complaints, and shall be enforced in any court of competent jurisdiction in St. Joseph County, Indiana. It is further agreed that all provisions of law now or hereafter in effect relating to water and sewer service by the City shall be applicable to this Agreement. 17. Severability Wherever possible, each provision of this Agreement shall be interpreted in such a manner as to be effective and valid under applicable law, but if any provision of this Agreement shall be prohibited by or invalid under applicable law, such provision shall be ineffective only to the extent of such prohibition or invalidity, without invalidating the remainder of such provision or the remaining provisions of this Agreement. 18. Waiver No provision of this Agreement will be deemed waived, unless such waiver will be in writing and signed by the party against which the waiver is sought to be enforced. The waiver will not be construed to be a waiver of any succeeding breach of any such provision, a waiver of the provision itself, or a waiver of any other provisions of this Agreement. No delay or omission on the part of either party to exercise or avail itself of any right, power, or privilege that it has or may have under this Agreement will operate as a waiver of any breach or default. 19. Time Time is of the essence of this Agreement. 20. Entire Agreement This Agreement sets forth the entire agreement and understanding between the Owner and the City as to the subject matter hereof, and merges and supersedes all prior discussions, agreements, and understanding of any and every nature between them. 21. Corporate Authority The person signing on behalf of the Owner represents that he/she has been duly authorized to execute this Agreement on behalf of said Owner. IN WITNESS WHEREOF, the Owner and the City, through their duly authorized representatives, have caused this Agreement to be executed as of the day and year first written above. The parties have read and understand the foregoing terms of this Agreement and do, by their respective signatures hereby agree to its terms. IN WITNESS WHEREOF, the Owner and the City, through their duly authorized representatives, have caused this Agreement to be executed as of the date first written above. The parties have read and understand the foregoing terms of this Agreement and do, by their respective signatures, hereby agree to its terms. "OWNER" By: Printed: Title: CITY OF SOUTH BEND, INDIANA BOARD OF PUBLIC WORKS Elizabeth A. Maradik, President Joseph R. Molnar, Vice President Gary A. Gilot, Member Breana Micou, Member Murray L. Miller, Member ATTEST: 1 Theresa M. Heffner, Clerk Date: June 10, 2025 EXHIBIT A DEDICATED IMPROVEMENTS r) 1: rv, 0 J E CT a 0 SEWER 0 WATER 1:1 TRAFF C E STREET E OTHER II MARION COURT RESIDENTIAL DEVELOPMENT CITY OF SOUTH BEND, INDIANA BOARD OF PUBLIC WORKS Elizabeth A. Maradik, President Gary A. Gilot, Member Murray L. Miller, Member Joseph R. Molnar, Vice President I ERIC HORVATH, P.E. JACOB KLOSINSKI, P.E. Breana Micou, Member KEN SMITH KYLE LUDLOW Attest: Theresa M. Heffner, Clerk Date: June 10, 2025 TABLE OF CONTENTS SEE ABONMARCHE COVER SHEET C0.0 i■ABONMARCHE CITY OF SOUTH BEND, I N D I A N A , PREVAILING SPECIFICATIONS LATEST EDITION, Sou Jefferson Boulevard Battle Creek Goshen South Bend, IN. 46601 Benton Harbor Hobart T 0 B E USED WITH THESE PLANS. T 574.2.0 Lafayette South Haven F 574.25151.4444440 South Bend Valparaiso abonmarche.com COPYRIG-T 2023- ABONMARCHE CONSULTANTS, INC. Engineering -Architecture-Land Surveying PLANS PREPARED FOR: City of South Bend County —City Building, Suite 1400 S., 227 West Jefferson Boulevard South Bend, Indiana 46601 RECOMMENDED BY CITY STAFF DATE CITY ENGINEER ASSISTANT CITY ENGINEER STANDARD DRAWINGS SEE ABONMARCHE CONSTRUCTION DETAIL SHEETS C6.0-C6.2 DARYL S. KNIP 05/13/2025 PROFESSIONAL ENGINEER NO. PE19900163 WATER WORKS CONSTRUCTION No. PE19900163% STATE OF UTILITY CONTACTS Sewer & Street City of South Bend Dept of Public Works 227 W. Jefferson Blvd., #300N South Bend, IN 46601 574-235-9251 Water City of South Bend Water Works Dept. 915 Olive Street South Bend, IN 46619 574-235-5663 Cable Comcast 1920 E. McKinley Avenue Mishawaka, IN 46545 574-789-1039 Telephone AT&T 307 South Main Street South Bend, IN 46601 574-237-8380 Fiber Optics St. Joe Valley Metronet Commerce Center, Suite 305 401 East Calfax Aveue South Bend, IN 46617 574-986-5352 Electric I & M Power Company 2929 Lathrop Drive South Bend, IN 46628 574-236-1653 Gas NIPSCO 1039 East Pennsylvania Avenue South Bend, IN 46601 574-284-2246 SITE CONSTRUCTION PLANS FOR: MARION COURT RESIDENTIAL DEVELOPMENT WEST MARION STREET.. SOUTH BEND.. INDIANA Part of Section 2, T-37-N, R-2-E, Portage Township, St. Joseph County California Ave Rex St � a Riverside Dr r 1 a `a m ¢ ¢ Park Ln c ? S 1 -j PROJECT SITE 9 Bartlett 5t Pierce S I e V, Lindsey Ave CP c Hammond Pl 'Ok ors►HII'Y m Navarre St Navarre St 0 Q Q V u av arre S t n � Marlon 5E Marion 5! ¢ r M v h ems► a J Madison St -- Oak St v Oak St a Gt Y I, y�,'G N �a o N E a M a_ `v u ,n 4 LOCATION MAP SCALE: 1" = 1,000' SHEET INDEX C0.0 COVER SHEET C1.0 EXISTING CONDITIONS & DEMOLITION PLAN UTILITY INFORMATION VICINITY MAP C2.0 SITE PLAN SCALE: 1" = 200' C3.0 GRADING & DRAINAGE PLAN UTILITY LOCATIONS ARE TAKEN FROM SUBSTANTIAL ABOVE GROUND EVIDENCE AND APPROXIMATED FROM RECORD AS-BUILTS MADE AVAILABLE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, C3.1 DRAINAGE CALCULATIONS HYDRANTS, VALVES, UTILITY PEDESTALS AND BOXES, AND MARKS/FLAGS SET ON THE GROUND z SURFACE BY OTHERS). PIPE INVERTS HAVE BEEN MEASURED WITH AS MUCH ACCURACY AS CAN BE C4.0 UTILITIES PLAN > ACHIEVED WITHOUT CONFINED SPACE ENTRY. CAUTION, THERE MAY BE OTHER UTILITIES EXISTING BELOW GROUND THAT WERE NOT MARKED BY OTHERS NOR HAVE VISIBLE ABOVE GROUND C4.1 SANITARY SEWER PLAN AND PROFILE EVIDENCE. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND DEPTHS OF ALL J UTILITIES AND PIPING AS NECESSARY PRIOR TO ANY AND ALL CONSTRUCTION. CONTACT CS.O LANDSCAPE PLAN n ENGINEER IF ANY DISCREPANCIES DISCOVERED. C6.0-6.2 CONSTRUCTION DETAILS 1 C7.0 EROSION AND SEDIMENT CONTROL PLAN Call before you dig. CALL 811 OR (800) 382-5544 24 HOURS A DAY, SEVEN DAYS A WEEK 51 OWNER CITY OF SOUTH BEND DEPARTMENT OF REDEVELOPMENT 227 WEST JEFFERSON BOULEVARD SUITE 1400 SOUTH BEND, IN 46601 DEVELOPER SCI SOUTH BEND, LLC 2186 EAST CENTRE STREET PORTAGE, MI 49002 (269) 391-0542 CONTACT: JOHN LOVELY jlovely@allenedwin.com SURVEYOR / ENGINEER IIIIIIIIIABONMARCHE 315 W. Jefferson Boulevard South Bend, IN 46601 T 574.232.8700 CONTACT: STEVE RUBY sruby@abonmarche.com NOT FOR PRICING NOT FOR CONSTRUCTION FOR REVIEW ONLY G E V T W a" o O > = Nors __ o o c` Env a�°vv V > x Y t9 t9 oc O Q N T N = m t3 r oLt3 a C 0 a O 0 a N U• W 0 `Ica Q 0o CO0,0 o v oZ�vt = N �mMc) E 3�NN = ,. H H Q p M Vf H W 8 r z W �OWa O W=a U>Ho W ZO z a M OJT= Q W 30 Q �Z W 0 W F U W s a H W W h DC W W LR DRAWN BY: NI DESIGNED BY: DSK PM REVIEW: SDR QA/QC REVIEW: DSK DATE: 05/13/2025 SEAL: :No. PE 19900163i STATE OF p%'' UO i A' SIGNATURE: DATE: LV 0511312025 SCALE: AS NOTED ACI JOB # 24 -1420 SHEET NO. C0,0 NO. I REVISION DESCRIPTION: BY: I DATE: .�o I T V PP/L OVERALL ANTICIPATED I �I LIMITS OF DISTURBANCE N (PROJECT TO BE COMPLETED I ZI ON A LOT BY LOT BASIS); Remove Trees/Brush, Including Rootball 0 As Need for Construction j �I I I I , I /I I �I I m1 rn I I 11 4 I I / 160.38',N89029'34"E / \ LOT 4 + dErJ PA w� `III I *1!V2625 W ,08\ ■ om I I I I � LOT 3 II I + I I _ ELECTRIC / S82°41'49"W- - -706' I cn r 56185 -10' ELECT 707 �^-� 161.49 70.74' EASENIENT - 90.75' I I I, -706 ----� �-= J-- - ---� 12.58'1"------ - I r-----(�- -i--1 it II I ti I I� 1 I 52.25 --_- 5 OPP D g82°4153W r-- 1 EASEMENT BOUNDARY (TYP) off \ - UP \ I \ \ �706 COMMON ACCESS, SEWER, I -- - - I II I I \ i I WATER & DRAINAGE EASEMENT / I L_ soh I �1P \ I I (SEE PLAT) �, I II lu c.i z II I I I N89020 25"_ 40.58' d I� I IP Iz II Ir I I I� LU I I , I Lu 00 co II 00 LOT 6 I I o/y w 11 1%b \ I z \ , I W U) J Ir�-� LOT 1 I I I I I I I w I- J o f I O I / o f I I (b ick) 1 I I I I I / I cos. I I I ig I I 705 - \ I ► I ► LOT 2 /' N ;�P i �, -roS- I I � n.1�H Zr 7 0 w 52.63' `��o I -705 I- -705-tom-- ---� 144.53' -J= AL✓ - _ -- -5 - -- 19 S83 44 55 I", _705 - - - 1//I 48.92' Lr. L`� 3 -,'(brick) ' -W_ - _0 704 WEST MARION STREET _ _ 15" Combined Sewer 6 (brick) II((asph.) . - 2 . _ _ R W Varies) ) w N 16" Water Main - 2 --- - Ow W I W W ,i- 7p4 i �� /------- 705-------r- A\ Call before you dig. CALL 811 OR (800) 382-5544 24 HOURS A DAY, SEVEN DAYS A WEEK 0PP P/� . /�// 12' S�j� ION ST 3// WEST MAW varies) 3 �/ • �%/�� W s h i 8 k�uYG�o w DEMOLITION LEGEND ORemove Curb and Gutter OSawcut & Remove Asphalt Pavement 3O Sawcut & Remove Concrete Sidewalk/Pavement O4 Remove Fence, Including Foundation O5 Relocate Utility/Power Pole; Coordinate w/Utility Provider ORemove Brick Drive to R/W ORemove Trees/Brush Including Rootball; Unless Noted Otherwise O8 Protect Tree GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. EXISTING FEATURES LEGEND OCB Catch Basin ® G Gas Meter -31 Guy Anchor 0 LP Light Pole 0 PP Power Pole 0 PP/D Power Pole w/Drop 0 PP/L Power Pole w/Light OUP Utility Pole O SMH Sanitary Manhole 4 Sign ® w Water Valve W Water Main OH Overhead Utilities G Gas Line T Telephone Line FOC Fiber Optic Line E UG Electrical Line 0 0 o o Chain Link Fence / / / Wood Privacy Fence -742 - Contour DEMOLITION NOTES 1. Contractor shall abide by the "Occupational Safety and Heath Administration" (OSHA) standards for construction. 2. Contractor shall follow the General Construction Stormwater Permit (GCSP) regulations and the Stormwater Pollution Prevention Plan (SWPPP) prepared for this project. 3. No streets shall be closed without the approval from the jurisdictional municipality engineering department. Contractor to provide maintenance of traffic measures as necessary for construction per local standards and requirements. 4. Utility locations are taken from substantial above ground evidence and approximated from available record as-builts including, but not limited to; manholes, hydrants, valves, utility pedestals and boxes, and marks/flags set on the ground surface by others. Pipe inverts have been measured with as much accuracy as can be achieved without confined space entry. 5. Use CAUTION as other utilities may exist below ground that were not marked by others or were visible above ground. 6. Contractor is responsible for field verifying locations and depths of all utilities prior to any construction activities. Contact Engineer with any discovered discrepancies and wait for for instruction. 7. Contractor must notify Indiana 811, 48 hours prior to any excavation for existing underground utility locations. 8. Contractor shall call MISS DIG, 811, a minimum of 3 full working days, excluding Saturdays, Sundays, and holidays, prior to construction activities. 9. Contractor shall contact all utility companies prior to construction for locations of underground utilities. Contractor shall coordinate construction work regarding utilities with Owner and utility companies. Contractor shall not interrupt utility services to existing buildings without receiving permission from the Owner and/or utility companies. 10. Contractor shall field verify any well locations. Any found well(s) must be properly capped and abandoned by a licensed well driller. 11. If required; remove storm/sanitary structures, and surface materials as indicated or referenced on the Plans to their full extent and depth unless otherwise noted. Where pavement is proposed for removal, all aggregate and debris -filled soil shall be removed. 12. Maintain positive drainage throughout construction and post -construction and do not impact adjacent property. 13. Contractor to review construction limits and site removal limits with the Owner and decide if temporary construction chain link fence is needed around construction staging and work areas. If so, fence shall be installed prior to commencing construction activities. 14. Contractor is responsible for any damaged infrastructure including, but not limited, to utilities, building, paving, irrigation, lighting, or other improvements designated to remain. 15. Contractor shall contact the Engineer immediately if contaminated soils are encountered during construction. These soils must be hauled off -site and properly disposed of in accordance with current local, state and federal rules and regulations. 16. Contractor shall notify the jurisdictional jurisdictional municipality engineering department prior to commencing construction in the Right -of -Way. 17. Contractor shall remove all vegetation required for construction. See Plans for proposed construction area(s). 18. Contractor shall remove topsoil and stockpile the material at a location approved by Owner. 19. Removed items shall be disposed of off -site in accordance with all applicable local, state and federal codes and laws. 20. Contractor shall coordinate returning any salvaged items (fencing, posts, signage, etc.) at the Owners request. 21. Contractor shall clear and remove all existing structures, trees, shrubs, stumps, vegetation, and other above grade items interfering with the proposed construction, as shown, on the Plans and at the Owners' direction. Protect existing plant material and improvements from damage per Owner's request. 22. If required; pavement, curb, and sidewalks shall be saw cut prior to removal to create clean vertical joints. 23. Contractor shall designate a specified staging area for recycling, crushing or reusing any existing salvageable pavement or other materials. 24. All demolition debris shall be removed from the site on a daily basis to an appropriate facility and no debris shall be disposed of and/or buried on the property. 25. Construction staging and other areas disturbed during construction shall be restored to their original condition or better. All disturbed and construction traffic compacted ground shall be scarified to a minimum 6-inch depth prior to restoration. Any undisturbed lawn areas within project limits shall be maintained by the Contractor. 26. Pavement areas marked for removal shall include, but not be limited, to asphalt, pavement, concrete pavement, concrete pads, curb, retaining walls, stairs and railings, pavers and any other hardscape items. 27. Where pavement is proposed for removal, all aggregate and debris -filled soil shall be removed as part of demolition. 28. If required, existing buildings and foundations shall be completely demolished and removed. Fill excavated area with clean granular material and compact as noted in geotechnical report. All accumulated debris within the existing building shall be removed and disposed of properly off -site. All utilities shall be disconnected prior to starting demolition operations. 29. If required, tree protection measures shall include, but not be limited to, utilizing driving mats in vicinity of trees and preventing tall vehicles from damaging tree branches. All tree protection measures shall be reviewed and approved by the Owner. 30. If required, existing underground utilities to be removed that are located within the project site shall be properly disconnected by the Utility Company, if required, and removed. Existing underground utilities to be removed that are located outside the existing building may be abandoned in -place by filling with flowable fill and capped if not in conflict with proposed utilities and construction. NOT FOR PRICING NOT FOR CONSTRUCTION FOR REVIEW ONLY _a r0 00 O o as £aa E V 5.0 2 >0055 o m a 0 0 Ego .0v00° 0 Ica Q0 c IVO " O 0 �aODR 2 r 00 NN N il u^y.0M�� a H Z W CL OC �OWa OZ W �a V � V) W Zz ZIOQZ 0J�m OC W 30 Q Z W W a 06 Z Z 0a H CL Ifl Z Z0 0- UJ 00 Z W H 0 X W w J w LLJ ul DRAWN BY: NI DESIGNED BY: DSK PM REVIEW: SDR QA/QC REVIEW: DSK DATE: 05/13/2025 SEAL: LII S'UkN7����0 XG :No. PE 19900163i _ S ­0 % STATE OF t Q nnnnn SIGNATURE: DATE: V 05/13/2025 SCALE: AS NOTED ACI JOB # 24-1420 SHEET NO. C 1 '0 J V a O J W W 0 0 z 0 a O N v i I 1E � PP/L 20' Alley Improvement: RSLO 6" Compacted #54 Aggregate ! ti Cj Within Limits Shown c Z Ex. 14 — leyF= 20' RS o d' I P I 10' ELF IC 5' SIDE BUILDING & PARKING SETBACK L EASEMENT I 90.7 F Dumpster Enclosure 12 58' — o -- I O _ PS 52.26 0PP/D RS S82041'5slw L (11 oco O 73' L R7-8/ 2 UNITS 7 1U \ Cl 4t R7-8 N 2-STORY I \ N UADPLEX I \ L \ F 0\ - PS SS 6 ' — R A COMMON ACCESS, SEWER, 0 CS CS `i� WATER & DRAINAGE u„ B 26' CS EASEMENT BOUNDARY (TYP); UNIT 5 17 SEE DETAIL, THIS SHEET --I— BCS I I Ij 2-STORY co @ 0 L------------ ----®� ---- I 524' 18' `o� SINGLE I •' LOT 1 I II I I � _ _=80.96_ N89°20'25" E _ _ _ _ 20 J 1 1 — 40.38' — — 40.58' — �� _ 14 _ — P �11 26, , RS `=" RS II `�O�� oVERHANG (OH)' UNIT 3 17 ® CS LOT 5 0 o LOT 6 I 1 �(p. ALL BLDGS' I `S 2-STORY O ° CD SINGLE I ~ � B ----- 20 � 20' I F I I — 4'. I I SS 4' w � I 4.5' (V(") �-' 41 SS TO I OH 0l L 14 oc� 7 26' 1 ! To TYP P B UNIT 1 CS 0 N � 2-STORY CD ( OH SS 04 I °° SINGL I CD r1 1 iI j SS R1-1 `ram L------- u, u, I RW R2.5 1 \ RW W CO. w I24' 144.53, I ! �LP9'— �5 coo co�r_k) 2 I lC.. • ' TO OH S83°44'55"W FS1 L — . C CB — — — _ 89.31' S89020'25"W C • ;r'• ; . PS a II - SMH o FS1 FS FS2 FS1 '' •. ~0/', WEST MARION STREET (brick) li (asph.) 13 : ', ®W `" ;•' , (R/W Varies) I _ — — _ _ — _ _ _ _----13 ------��—_ �� See West Marion Street Sidewalk Detail Below \ zk I I I I PP/d a (sidewalk) p0q RW U COO CO ♦ J ./ ♦ n CC) n ° n F WEST MARION STREET 8' N89029'34"E4- I I I FF1 c° 5.3' .,.. i 15' MINIMUM FRONT BUILDING SETBACK LOT 4 o I 1 q 42' 01 L. — PP/L SS 25' MAXIMUM FRONT BUILDING SETBACK f :,�� 160.65' o� I S8600425"W — — — 15' MINIMUM FRONT BUILDING SETBACK I o pco 5.3' v SSIct coo LOT 3 0 "'CS 42' I 0 SS I I 15' MAXIMUM FRONT BUILDING SETBACK RS PS 166 g 49"W r x 5618 705. ' S82 70 74� i /III =_ 'II i i I 705.75 — — —► — _ %:J I I I I I _— I---� — `—I—Q oco o C° o� I`j I 1 I I I I II 18' o I �P II IrnLU n SS PS I z II LU II 4" Slab w/Turned Down Edge; i I Q cC II See Grading Plan 0 II I I z ., I 7' UNIT 6 G ( I I I N I 4' TO oVERHANTYp) I � 2-STORY I I I J II SINGLE 4" Conc. Slab w/Turned Down Edge; .• �I I — � _ See Grading Plan �I I I Ir Jco 59.11' N83°44'44"E I I II 7' I UNIT 4 I' S 1 r I II � _ II 2-STORY SS PS 0 �' L N 0 co I I SINGLE _ � 1I II I 5' (brick) I I — 36.I I o FS1 PS = — c°� LOT 2 I P — — — —= of I o UNIT 11 FS2 II SMH 7' I UNIT 2 2-STORY DUPLEX I I II (asph.) 2-STORY I I I I II SINGLE I 18 I' II J J I I II ®w ® C5 TO OH �I jr • ; , 0 FS1 CC,)% ,,•. ' L. — FS pp PP/L PS •'J oco W// we WEST MARION STREET SIDEWALK DETAIL Scale: 1" = 10' I I I I\ RW (brick) ° O ° a C ° O l I I II (brick) I I (asph.) I I I I� EXISTING FEATURES LEGEND OCB Catch Basin ®G Gas Meter Guy Anchor 0 LP Light Pole 0 PP Power Pole 0 PP/D Power Pole w/Drop 0 PP/L Power Pole w/Light OUP Utility Pole 0 SMH Sanitary Manhole Sign ® W Water Valve Chain Link Fence / / / Wood Privacy Fence GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. EASEMENT BOUNDARY (TYP) COMMON ACCESS, SEWER, WATER & DRAINAGE EASEMENT (SEE PLAT) PROPOSED FEATURES LEGEND STANDARD DUTY HMA PAVEMENT 1Y2" #/SY HMA Surface (165 Ibs/syd) 2" #/SY HMA Intermediate (220 Ibs/syd) 6" Compacted #53 Aggregate CONCRETE DRIVE APPROACH O8" Class "A" Plain Concrete 6" Compacted #53 Aggregate CONCRETE DUMPSTER PAD Ci 8" Class "A" Reinforced Concrete 6" Compacted #53 Aggregate O4" Concrete Sidewalk Asphalt Pavement Patch Per City Standard Brick Pavement Patch Per City Standard 13 Standard Concrete Curb; City Standard 14 Modified Concrete Curb - V Wide Og 6 Dla. x 30 High Bollard w/HDPE cover OLandscape Area Op Pavement Marking; Paint, Line, 4" White: Standard Space & No -Access Area Blue: ADA Space O ADA Curb Ramp RW Proposed R/W - See Plat coo Clean -Out W® Water Valve CS ® Water Service Shut Off Valve Sign & Post (Sign as Noted Below) R1-1 "STOP" Sign R7-8/ "RESERVED PARKING" (ADA Accessible) R7-8P & "VAN ACCESSIBLE" Sign SETBACK LEGEND ARTICLE 21-03.05(d) FS1 T MINIMUM FRONT BUILDING SETBACK FS 15' MAXIMUM FRONT BUILDING SETBACK RS 20' REAR BUILDING SETBACK RS REAR BUILDING SETBACK VARIANCE FROM 20' TO 18' SS T SIDE BUILDING SETBACK P5 5' PARKING SETBACK —I Ism►.: as— W. u MARION EASEMENT DETAIL NOT FOR PRICING NOT FOR CONSTRUCTION FOR REVIV%le?V, LY50' o` I NO. I REVISION DESCRIPTION: I BY: I DATE: W `" o °o a o o� E-0 Qo��� V >=Y0ID 0 ID Q 6- C = N > N ca O t L � T C 7 N � a 0 ca O O 0 Ica 0 a� 7 0 m� E C C U oZo� 2 U N 7 n � O H z W 0 � Oz Lu L g V>zo LJJ Z z za Qz O J LLJ m A/ W 30 z W W lx LU z LU 1— Mt DRAWN BY: NI DESIGNED BY: DSK PM REVIEW: SDR QA/QC REVIEW: DSK DATE: 05/13/2025 SEAL: LIIIISIIU'''''G \ST ER�. :No. PE 19900163i STATE OF r ONAL ,` ��� �O`• /111111111 SIGNATURE: DATE: V 0511J12025 SCALE: AS NOTED ACI JOB # 24-1420 SHEET NO. C2,0 SMH J_ V O w w 0 H- 0 z O a O N v GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 ft. I I I I I I I I I I I I I I I I I I L---�-� r) L � 6L �C� Ex.:704.44 Low Area: Top El: 705.90 Bot El.: 705.70 0PP/D Ex.: 06.23 J ®W Ex:704.30 Ex:704.24 %', Ex:704.05 (brick) II TC:7U4.U9 WEST MARION STREET II x:704.01 0 ! � (asph.) �>-- ----- - - -- II I-�--- - - --------------____ See West Marion Street Grading Detail Below OCO 00000000 I 7- / ��j Lu 6 I II i-- I F_ I I Z II I 101 w jl\ I _J I I I I I I I Conc. Slab East Edge Turned Down; I I I II I I T Slab:706.66 I I / Ground: 706.16 I I I II Bot/Turned Down Edge: 704.66 I I II I \ I Ex.:705.95 I o I I'I HIGH PT '� J S:706.10 IF - LOT 2 I I I II I I IGH P W:705.57 w:705.57I I I (brick) S:705.60 \\\---- �N T 11 I f P��----o -I \ 1st FI. & Porch I I I S H W 705.86 F. F. EL. 706.15 I I 11 p (asph.) II ®W - 705 W:704.65 ® CS 94 '- 01 JI /L ocO •. wo o I_-__--------J I IlProposed R/W Proposed R/W Depress Curb; HP _ \ T/Curb = T/Walk �� Slope Varies; 7 1.5% Cross Slope; O - See Grading Plan Above e ° i I I LP ° Typ. for Walk ` I v � v ° J ° J �� Slope 1.5% a v v cS (sidewalk) d v° n v V 1 i d °° ° v PP/d - _ - �� ® ,� O Typ. Across Drive ° J Depress Curb J v O Depress Curb V w/1" Reveal ° ° ° w/1" Reveal Full Ht. Curb; Across Drive Depres§ICurb w/1" Reveal Across Drive Across Drive 6" Reveal Above Exist. Pvmnt. Full Ht. Curb; 6" Reveal II ° 'J ° Curb Ramp; Curb Ramp; L Curb Ramp; Curb Ramp; Above Curb Ramp;(brick) (asph.) Max 8.33% Slope Max 8.33% Slope Max 8.33% Slope Max 8.33% SlopeExist. Pvmnt. Max 8.33 /o Slope WEST MARION STREETII I I c8 I I O- - -----GI-------_ ------------ -- - _-----_-- --------------- ------------_ - WEST MARION STREET GRADING DETAIL Scale: 1" = 10' EXISTING FEATURES LEGEND OCB Catch Basin OUP Utility Pole ®G Gas Meter O SMH Sanitary Manhole __3� Guy Anchor Sign 0 LP Light Pole ® W Water Valve 0 PP Power Pole 0 0 o o Chain Link Fence 0 PP/D Power Pole w/Drop / / / Wood Privacy Fence 0 PP/L Power Pole w/Light _742 Contour PROPOSED FEATURES LEGEND 820 Proposed Contours HMA Pavement Section 800.00 Proposed Spot Elevation P: Pavement Elevation Concrete Pavement TC: Top of Curb Elevation Asphalt Pavement Patch G: Ground Elevation Per City Standard R: Structure Rim Elevation S: Swale Elevation F­ IBrick Pavement Patch Ex: Existing Elevation Per City Standard HP Pavement High Point coo Clean -Out _ Swale Centerline W ® Water Valve - - -815- - Existing Contours CSo Water Service Shut Off Valve Drainage Slope Arrow Sign & Post - - < _<- - Storm Sewer Underground Storm Water Detention Trench GRADING NOTES 1. Contractor shall follow the latest Municipality and the State of Michigan Soil Erosion Practices, See Erosion Control Sheets. 2. All topsoil shall be removed and temporarily stockpiled onsite at a location approved by the Owner. A minimum of four (4) inches of topsoil shall be placed on all disturbed areas outside the building and parking areas. 3. All exposed subgrade shall be proof -rolled and witnessed by a Geotechnical Engineer or qualified representative to determine unsuitable soil locations prior to any paving operations. Any unsuitable soil shall be excavated, backfilled, and compacted with suitable material in accordance with the plans and capable of supporting the anticipated loadings of the project. 4. Positive drainage shall be maintained to prevent any ponding of water or encroachment onto adjacent properties. 5. Proposed contours show grading intent only. Contractor shall use proposed spot grade elevations and check all grade stakes to ensure positive drainage to stormwater system is achieved. Contact Engineer if additional grades are needed or if any discrepancies or conflicts which become apparent before or during construction are found so that clarification or redesign may occur. PERMANENT EXCESS SOIL REMOVAL 1. Excess soil and unsuitable soil shall be removed from project site to another site permanently. 2. Contractor shall obtain any required permits and implement erosion control measures in accordance to the Indiana Stormwater quality manual and any local ordinances. POST CONSTRUCTION MAINTENANCE PROCEDURES THE CURRENT PROPERTY OWNER IS THE RESPONSIBLE ENTITY FOR POST CONSTRUCTION MAINTENANCE 1. General (Site Owner's Responsibility) a. All storm water infrastructure will be maintained according to manufacturer's recommendations and must comply with local ordinances. b. Grass areas will be maintained on a regular mowing cycle. Trash and debris shall be removed from seeded areas as necessary, but monthly at a minimum. 2. Storm Manhole & Inlet Structures (Site Owner's Responsibility) a. Inspect storm manhole structures and storm inlet structures and remove built-up vegetation, trash and debris - monthly (minimum) and after each storm event of 3-inches or greater. b. Remove root intrusions and vegetation from structures and dry wells - as needed. c. Repair broken castings and grates - as needed. d. Inspect pipes located within the structures for signs of clogging or damage, repair as needed - annually (minimum). 3. Underground Detention System (Site Owner's Responsibility) Inspect underground detention systems annually for sedimentation and clean out sediment buildup. a. Locate the riser section of the retention/detention system. b. Remove the lid from the riser. c. Measure the sediment buildup at each riser and cleanout location. Only certified confined space entry personnel having appropriate equipment should be permitted to enter the detention system. d. Inspect each manifold, all laterals, and outlet pipes for sediment build up, obstructions, or other problems. Obstructions should be removed at this time. e. If measured sediment build up is between 5% - 20% of the pipe diameter, cleaning should be considered; if sediment build up exceeds 20%, cleaning should be performed at the earliest opportunity. A thorough cleaning of the system (manifolds and laterals) shall be performed by either manual methods or by a vacuum truck. NOT FOR PRICING NOT FOR CONSTRUCTION FOR REVIEW ONLY O v I NO. I REVISION DESCRIPTION: I BY: I DATE: W 0 000 _`" CL V > 2 he O 2 Ul T N � m 0 C 7 N O 0 cct/f U' O O O m 0 ' a� Q 0 0 m o E C C 0 O Z O V N U O m IN N E N 1, inn o o M N H - O 1- Z W �OWa LWUa OZ W V>�o W Zz ZaQz OJT= Q A/ W =D 0 W W a Z Q IL W Q Z Q 0 V Z 0 Q w � J w w Ln DRAWN BY: NI DESIGNED BY: DSK PM REVIEW: SDR QA/QC REVIEW: DSK DATE: 05/13/2025 SEAL: LII S'UkN�����o .G\STER* iNo. PE 199001631 STATE OF 0�1"-'A/ D I ANP;•11��110 SIGNATURE: DATE: V 05/13/2025 SCALE: AS NOTED ACI JOB # 24-1420 SHEET NO. C3,0 U z Id z 0 z 0` U Q N rn N O N Lri z OO u') a 2 a a z M U 0 6 N LU N v7 F- J H 7 LU C7 Q z ry 0 0 U ME J_ V 1 SMH OVERLAND FLOW DRAINAGE AREA W ® CB ---__--= S--------- ----------------------- 11 I r J - - -Ii- - - - (aspn.) \/ ------------ EX. STORM STR.NO. 1� - - Exist. Storm MH Rim:703.60 A 0 �jl LP1 1 / Lu D I I I I I Lu lid r Q_- I I -� I I 1 J II I I�- - I f��p I Lu II I I I II I I II I I I ..�• � I I i it I I I I I II I I I I II I I UNIT I I I I 1st FI. & Porc I I II F.F. EL. 707.28 I I i it IF - I I I II I I I I II I I UNIT 4 \ 1st FI. & Porch I J I I I F.F. EL. 706.86 I I II I I (brick) 11 PP'� 0 1st FI & Porch I I II SMH I� I F.F. EL. 706.15 1st F�I I UN&, , , Porh I I II (asph.) I� . ch F.F. EL. 70 .44 I �i II II I I II W- I I I I I +J�i I, • • ® ,, ,, • L J1 •' PP P%P/L • 000 W// Q�LP// l i \\ W SMH GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. DRAINAGE ANALYSIS In accordance with City of South Bend standards, the underground storage system has the capacity for runoff from a 100-year rainfall event. The flood route will follow the area contours and flow south into West Marion Street to the roadway low point at Exist. Storm Str No. 1. The delineated drainage area outlines the overland flow to the parking lot. Roof areas of Units 3-10 will be connected to headers that drain to the on -site underground storage system. Overland Drainage Area = 11,152 SF Units 3-10 Roof Area = 8,277 SF TOTAL = 19,429 SF Grass Area A=5,178 SF c=0.20 Gravel Alley A= 530 SF c=0.60 Pavement/Sidewalk Area: A=5,444 SF c=0.90 Roof Area: A=8,277 SF c=0.96 A=19,429 SF c=0.73 = 0.45 Acre The geotechnical report for the project site recommends a design infiltration rate of 8 inches/hour. Design Return Period Watershed Area Developed Runoff Coefficient Release Rate: Perforated Pipe Diameter Permeability Exfiltration Rate Exfiltration Area per Ift Length of Perforated Pipe Exfiltration Area, Total Ex. Discharge Rate 1'45 years �.��� acres } See Calculations Above 0.717 24 in Drywell ,OI) in/hr Size 1700 gal 0.00019 feetlsec Permeability 21'00 in/hr 18.0 sfUlft Exfiltration Rate 0.00019 feet/sec 710 Ift Exfiltration Area per Drywell 267 sftlea 1,314 sft Number of Drywells 3,0 ea 0.243 cfs Exfiltration Area, Total 801 sft Ex. Discharge Rate 0.148 cfs Total Release Rate 0.39 cfs Storm Duration hrs 25-Year Intensity in/hr Intlow Rate cfs Kelease Rate cfs Storage Rate cfs Required Storage acre-feet Storage w/ Silt. Factor 1.06 Kequired Storage cft 0,08 10,00 129 0,39 2.89 0,02 0.02 891 0.17 7.52 2.47 0.39 2.08 0.03 0.03 1360 0.25 6.23 2.05 0.39 1 1.65 0.03 0.04 1592 0.33 5.68 1.87 0.39 1.47 0.04 0.04 1872 0.5 4.50 1.48 0.39 1.09 0.05 0.05 2,090 0.67 3.99 1.31 0.39 0.92 0.05 0.05 2,369 0.83 3.52 1.16 0.39 0.76 0.05 0.06 2,442 1 3.01 0.99 0.39 0.60 0.05 0.05 2,298 1.5 2.47 0.81 0.39 0.42 0.05 0.06 2,422 2 1.93 0.63 0.39 0.24 0.04 0.04 1865 3 1.40 0.46 0.39 0.07 0.02 0.02 787 6 1 0.84 0.28 0.39 9 0.66 0.22 0.39 12 0.48 0.16 0.39 24 0.27 0.09 0.39 Required Storage 0.06 2,442 cft Available Storage Perforated Pipe 3.14 cft/lft Drywell 169.65 cft/ea Agg void rate 1�55,n Agg void rate 23_9% Agg around pipe 19.38 cft/lft Agg around drywell 105.56 cft/ea Length of Pipe 73 Ift Number of Drywells 3.00 ea Total 1,644 cft Total 826 cft STORAGE SUMMARY STORAGE REQUIRED: 2,442 CFT STORAGE PROVIDED = 1,644 CFT + 826 CFT = 2,470 CFT NOT FOR PRICING NOT FOR CONSTRUCTION FOR REVIEW ONLY NO. I REVISION DESCRIPTION: BY: I DATE: W0 00p _ri:' QoE�� V > = Y O Q O C C m 0 C 7 N O 0 cc O O 0 Ica 0 ' Q 7 0 m� E C C U oZ 2 (�r�= q U C 4 m N a a= N 1. N 7 r` � O - M N � O H Z W �OWa LU OZ W V>zo LJJ Z z ZaF Z OJT= LLI Q A/ W =D 30 Z W ,Ifl v I W 9X Lu NI DESIGNED BY: DSK PM REVIEW: SDR QA/QC REVIEW: DSK DATE: 05/13/2025 SEAL: .GR \STE�. :No. PE 19900163i _ •: STATE OF 1 O C),�� •. ND I AN..� � Q 0NAL 7"111;1` ��� �O`• /11111111, SIGNATURE: DATE: V 05/13/2025 SCALE: 1" = 20' ACI JOB # 24-1420 SHEET NO. C3,1 Z 0 Z s a a a U u �� J U MP 0 z 0 0 N no I I I I I I I STR. NO 1 San M Rim:706.0 8 IE (E):701.0 - 8" IE (S):699.1 °H PP/D \o I I I I I I I = STR. NO 100 _ ____---------- 1200 Gal Drywell w/Flat Inlet Casting (O Rim:705.42 8 IE (NE):701.78 36" IE:699.80 I I I I I r L-- ________ 33LF24�� PERF. PIPE I I IN 13' WIDE x 5' DEEP I AGGREGATETRENCH I I I STR. NO 101 1200 Gal Drywell I w/Flat Inlet Casting I LOT 5 LOT 6 Rim:705.12 I 8" IE (SE):701.35 I - - I 8" IE (E):700.67 I 36 IE:699.80 I I 40 LF 24" PERF. PIPE IN 13' WIDE x 5' DEEP I AGGREGATE TRENCH I I i I STR. NO 102 Proposed 1200 Gal Drywell R/W (Typ) w/Flat Inlet Casting Rim:704.30 II L - - - - - - V) Ul) Ul) Ln 36" IE:699.80 Ex. San. Service I �0. (F.V.Condition) " I � LP C OH� OH Q C < < C < C SMH WEST MARION STREET UTILITY MAINTENANCE RESPONSIBILITIES DOWNSPOUT HEADERS Al 14' Water Main: Public Downspouts from Units 1-10 shall be connected I Water Main Extension: Public into the downspout headers shown Alley I Abandon Ex. Lateral I- -4 Sanitary Sewer: Private -I r Upstream from Prop. Clean -Out _ - - I I Storm Sewer: Private PP/L II I I EXISTING FEATURES PROPOSED FEATURES SS `° I ^ i of I I LEGEND LEGEND �I Ln LOT 4 I I O CB Catch Basin L �rP/L I I ®e Gas Meter HMA Pavement Section WS a Ex. San. Service (Located Per I __9 Guy Anchor of City As -Built Video); "t co I I Contractor to Expose Exist. LP Light Pole Concrete Pavement I Sewer Lateral Prior to 0 PP Power Pole - Construction & Notify Engineer 0 PP/D Power Pole w/Drop Asphalt Pavement Patch CD LOT 3 SS °CO co r for Inspection; Per City Standard I o _ If Required Based on 0 PP/L Power Pole w/Light W c5 r Inspection, Line Exist. Lateral OUP Utility Pole SAN. CLEAN -OUT I I from Sewer Main to ' Brick Pavement Patch STORM Rim:706.58 I I Right -of -Way or Connection O sMH Sanitary Manhole Per City Standard CLEAN -OUT 8" IE:701.39 Sign Rim:706.47 I I I 3 Point As Shown & Connect Prop. - 8" IE:702.56 RIC I- o �, Lateral to Exist. Lateral PP/0 10 ELECT I I � I ® w Water Valve coo Clean -Out EASEMENT , - '' I �, _ _ w Water Main W ® Water Valve 2 - - �- - - i = _ I I I �o I OH Overhead Utilities a® Water Service Shut Off Valve H 75 LF 8 I I I I I^ I o I o Gas Line 0 DOWNSPOUT _ _ _ �� I N o I 6' ,� - - - Sign & Post 0 HEADER 78 LF 8 0.500 - I �- - - z - - - - - - 1 I LU I I T Telephone Line 1 @ 1_50% SI)R 35 <VC O° < `� I I I I " I I I - Swale Centerline _ co � Foc Fiber Optic Line iZ I - - E UG Electrical Line WS 1" Domestic Water Service c ,! cn v`"i I I I I I > 1 % (w/Shut Off Valve As Shown) �O �;, �„ I I o f Q y l-- 0 0 0 o Chain Link Fence �. `n UNIT 7-10 LINE "D"; CLEAN -OUT (C-O) - - - - - - - STORMI I I Z II- - - / / / Wood Privacy Fence 6" SDR 35 PVC Sanitary Service @ Min. 1% \ \ \ See Sheet C4.1 I 1 Q SS \ \ 1st FI. & Porch \ I I (w/Sanitary Clean -Out As Shown) \ Rim:706.68 I _J II 0<2- F.F. EL. 707.32 \ 18" IE:703.68 I LU I I �iP I II I 8" STORM Downspout Header; p ° FIRE HYDRANT L T 1 I it I > Connect Bldg. Downspouts to 8" Header ASSEMBLY w/Clean-Outs @ Bldg. @ L SAN. CLEAN -OUT I 0 I II LINE "C"; �Ln Rim:705.67 U See Sheet C4.1 3:3; 8" IE:698.42 I 1 II UTILITY MAINTENANCE RESPONSIBILITIES 1 o CS I I I I II I 1 I I WATER MAIN - City of South Bend J M p UNIT 6 ', _ I I Easement Line (Typ) I o I II I SANITARY SEWER (ON PRIVATE PROPERTY) - Property Owner ol a a Ws 1st FI. &Porch I II I (dJ I F.F. EL. 707.28 co I SANITARY SEWER (IN R/W) - City of South Bend N UNIT 5 ws cs s 115 LF 8" DOWNSPOUT I �, II Co. SS 1st FI. & Porch SS HEADER @ 1.50% I I I X I II- I F.F. EL. 707.13 ° CONSTRUCTION NOTES I II \ I STORM CLEAN -OUT I I II E� I Rim:706.07 I I II I 1. Construction, materials, and testing shall be in accordance with the latest Standard Construction Specifications of the local UNIT 4 -v� I 1st FI. & Porch 8" IE:703.07 I I I II I utility owner. O -�- < I WS F.F. EL. 706.86 I I I I 2. Contractor shall inquire all utility companies prior to construction for locations of underground utilities. Any damages done 87 LF 8 DOWNSPOUT \\ UNIT 3 WS a a I LINE "B"; HEADER @ 1.50% I = J� II I to any public and/or private properties during construction shall be repaired at the Contractors expense. 1st FI. & Porch I See Sheet C4.1 I 0 II I 3. Unsuitable materials that could affect the integrity of the pipes and/or pavement shall be properly treated. I . Ss ss I II I I �� F.F. EL. 706.71 � I 4. Any removed and/or disturbed pavement, sidewalk, curb, etc., shall be replaced using the same type of material and CO STORM LOT Z I II _ _ - _ �I I I� brought back to its original grade and alignment. r` G - I - -I O� CLEAN OUT PdI- 3 �0 I I 5. No closing of streets shall be permitted without prior approval from the Municipality. I I `rOo M I 20' Clear UNIT 2 Rim:705.58 I NIT 11 I II n 01st Fl. & Porch �� 1st FI. & Porch °� II I 6. Contractor shall take all necessary precautions to protect the work and safety of the public and provide, erect, and maintain I 8 IE:702.58 I II all necessary I I ST RM C-O I WS F.F. EL. 706.44 F.F. EL. 706.15 I II �2 I y barricades, suitable and sufficient lights, danger signals, signs, and other traffic control devices in accordance I I Rim:705.87 I NS� with the Indiana Manual on Uniform Traffic Control Devices for Streets and Highways". CS 8" IE:701.27 WS CS I STR. NO 10 Lnn co I II w o, I I _ I � 7. Contractor shall obtain all necessary project permits form all respective governmental agencies with the exception of the SS UNIT 1 \ j SS San MH ° • 0 Ln 1 _ II _ - - Soil Erosion Permit. The Developer will obtain this permit. a Rim:704.11 0k\ _ I'- - 1st FI. & Porch \ � 1 1 + I ` 8. All backfill for pipe trenches and site grading shall be performed in 6-inch lifts maximum using suitable granular material O11 1 F.F. EL. 706.29 \ I en I 8" IE (N):697.96 c CS L �I / � �� � and compacted to 100% Standard Proctor to proposed subgrade. Pipe bedding shall be in accordance with ASTM D-2321 I 8 IE (E):697.86 ,. ��� for flexible and rigid pipe. Backfill material and compaction testing shall be reviewed and performed by a qualified 8" IE (W):696.30 • , . % :• �: - J geotechnical testing firm approved by the Architect/Engineer. Cps �;P 1rZ 9. Contractor shall verify the water table and include in the bid the cost for dewatering. The water table shall be lowered to PP PP/L 24 inches below the pipe invert prior to installation. •�Oo C @ 1'75% co w/// 10. Water and sewer pipes shall have a minimum horizontal separation of 10 feet from edge of pipe to edge of pipe. Whenever OH o n �' 80 LF 8„ SpP�c�< y Qf�l P p p 9 p p 9 p P Ex. 12" Storm C (brick (asph.) C c EX• LP///� 16,E Watel Main W water pipes must cross above or below sewer pipes, a minimum vertical separation of 18 inches is required between the < O -0 �j outside of the water pipe and the outside of the sewer pipe. If this cannot be met, the sewer pipe shall be constructed of Ex. 15 Combined Sewer • % • i water grade pipe meeting AWWA Standards for a distance of 10 feet each side of the water pipe. At crossings, one full 8" DIP LINE "A"' length of water pipe shall be installed so that the joints will be as far from the sewer pipe as possible. / ow W W Ex. 16" Water Main W II W W H ••.+ • _ W _ WATER See Sheet C4.1 �, SAN• 11. Discrepancies or conflicts in the plans and/or site conditions shall be communicated to the General Contractor / Engineer to cB II MAIN _ � /�� CLEAN -OUT ensure that clarifications and/or revisions can be made prior to construction. - STR. NO 11 EX. SAN STR. NO. 1 , i ��� ��� l p -Q-- --- -- - - - - ��� Rim:704.26 F_ - - - - Ex. San. Service + : San MH _ Exist. San MIS . \ /ice ea 12. Coordinate utility connections to building with Architect. � • � 8 IE W :699.26 - - - - _ _ _ _ 47 LF 8 WATER \ i � i �� ( ) - - - (F.V.Condition) Rim:704.88 Rim:703.81 Ex. 15" IE W 695.05� WORKS GRADE 16"x16"x8" �� �i Z,.G° / %! 8" IE (N):698.00 ( )' 150 PSI 8" IE (SE):697.10 Prop. 8" IE (NW): 696.95 PRESSURE TAPPING \�� / o ��� /���� / j% / LEEVE STORM SEWER NOTES I I Line Trench Top, Sides & Bottom Finished Grade w/Non-Woven Geotextile PROPEX 4545 or Approved Equal; Provide 18" Overlap Parking Lot Pavement Section At All Fabric Joints 24" Dia. Perforated ADS N-12 Pipe -``-��--�mac _ �c �v,__�� Note Prop. 8" IE (E): 695.50 5 RATED PIPE & VALVE EX. STORM �� / \dt. SQr��� �' 1. Storm pipe 12" and smaller shall be SDR 35 PVC OR ADS N-12 HDPE unless noted otherwise. Storm pipe 15" and larger MEETING - - �� P�ai' shall be ADS N-12 HDPE or C76 CL-III RCP unless noted otherwise. STR. NO. 1 AWWA STDS. N� \ �v Exist. Storm MH / /�5� / /i 2. Storm pipe with cover less than two (2) feet below pavement shall be RCP CL-III. Rim:703.60 / / / // � \ \ / � / � � 3. Pipe shall conform to ASTM C-478 standards. Pipe shall be bedded per pipe manufacturer, and backfilled with suitable / // clean granular material in accordance with the plans, see pipe trench detail. 4. Storm pipe shall maintain 10'-0" minimum horizontal and 18" minimum vertical separation between potable water pipes. / 0111 � / // � � � / 5. Roof downspouts storm piping: Prior to construction, Contractor shall review Architectural Drawings accounting for all LPG II 0 Z / i downspouts. Downspout storm piping shall be intercepted and connected to the storm sewer. Provide all necessary / piping, fittings, and transition adapters to connect downspout piping to the storm sewer. See Construction Details for Downspout Connection Typical Detail. Z 6. CASTINGS Flat Inlet Casting: Neenah R-2502 5-0, 4-Z! D�� Ln Contractor shall ensure all eotextile fabric surrounding pipe, overlaps and joints are properly 9 9 p�p � p J p p Y 36" IE:699.80 installed to create a barrier from soil infiltration. Contact Engineer if topsoil, organic, clay, or low permeable material is encountered excavation. 5'-6" 5'-6" 13' AGGREGATE TRENCH DETAIL (Not To Scale) GRAPHIC SCALE Solid Casting: Neenah R-1642 1 1 1 zo 40 Neenah castings specified. Approved equal to specified Neenah Foundry Co. castings may be acceptable if approved by Owner. Contractor to submit casting cut sheets to Owner for review. ( IN FEET) 8. Storm sewer open grate castings shall be stamped with a fish image and the message: "DUMP NO WASTE - DRAINS TO 1 inch = 20 ft. WATERWAYS." Solid flat castings shall be stamped with the message "STORM". NOT FOR PRICING NOT FOR CONSTRUCTION FOR REVIEW ONLY 1.0 _a 0 ooaa o a oe as £aa av V >=hoe o a o t3 E ' o .0 vc9 ° ° Z 0 a a Q�o m°o E c v O " Z C G 2 E 1, � ^'fLa uNN uOr- p .0M VI�� 0 H Z W �OWa L OZ Lm g V>�o LJJ Z z ZaQz O J m A/ W 30 Z W W a ii Q IL W J H w J w LLJ ul DRAWN BY: Ni DESIGNED BY: DSK PM REVIEW: SDR QA/QC REVIEW: DSK DATE: 05/13/2025 SEAL: \STER�o :No. PE 19900163i • STATE OF Q SIGNATURE: DATE: V 05/13/2025 SCALE: 1"=20' ACI JOB # 24-1420 SHEET NO. C4.0 NO. I REVISION DESCRIPTION: BY: I DATE: 0 0 0 0 0 0 o UU SS 10 \\\ I I #jN\IT 2 UNIT 11 �� 47 LF 8" WATER L _ - WW n n • WORKS GRADE 150 W • • ` - - - - - - Q `• • �+CS i•• •• • C$ 'r PSI PRESSURE1. r RATED PIPE /L PP W PP Caned Sewer MEETING AWWA J :,+•• Z a Ex. 16 titer STDS. 80 LF - 8" PVC SDR 35 @ 1.75% o I--1 W a " -{� W Main LINE ��A�� J kO , SAN. CLEAN-OUTW SAN. CLEANOUT ,. EX. SAN STR. NO. i W S Sta. 11+33 "A" Sta.100+92 "B" TR.NO.10 /STR. NO. 10 LF - 8 PVC SDR 3�@'0.50% Sta. 10+00, A Sta. 10+51 A Rim: 705.67 = Sta. 200+00, "C"� ��c - Sta. 10+51, "A" Rim: 704.26- /= Sta. 200+00, "B" •. - LINE ��8�� ' 8" IE: 698.42 sj = Sta. 200+00, "B" 8" IE: 699.26 48" Dia. Sanitary MH Ex. Sanitary MH � 48" Dia. Sanitary MH - GRAPHIC SCALE , ` I $S /�����i I S �j/ SS Rim:703.81 \ 'QI� Rim:704.11 20 0 10 zo 40 /Rim:704.11 I�j n n Ex. 15" IE (W): 695.05\ C' VV 8 IE (N): 697.96 „ . UNIT IT 4 uNIT 6 GRAPHIC SCALE Prop. 8" IE (E): 695.50 Tic 8" IE (N): 697.96 / / ` ' 1 ( ) \S� � / 8 IE (E): 697.86 � zo o io zo ao Prop. 8 IE (NW): 696.95 \ FT \ 8" IE (E): 697.86 / / / 8 IE (W): 697.76 8" IE (W): 696.30 � 1(�IN FEET U ft .. ( IN FEET) 1 inch = 20 ft. 705 - EX. SAN. STR. NO. 1 LINE "A" STR. NO.10 MAIN 80 LF - 8" PVC SD 747 LF 8" WATER WORKS GRADE 150 PSI PRESSURE RATED PIPE MEETING AWWA STDS. CLEAN OUT 705 700 700 1 8" WATER 695 11 695 Carnhined Sewer 690 _-_--- 690 ORM 0 0 0 LnCD 0 0 CD LINE "D �L \ GB" DI.. S.nidN MH UNITS 7-10 UNIT 5 UNIT 6 W = Z m IP J I UNIT 3 - UNIT 4 W I UNIT 1 J UNIT 2 UNIT 11 Existing SAN. CLEAN -OUT II vI LINE "B" STR. NO. 10 705 705 700 695 - 8" Downspout Header 90 LF - 8" PVC SDR 35 @ 0.500/c 700 695 O ONi <:) O M O M _ 100+00 1 10+00 11+00 w. R NS7- P LINE "A' LINE "All KEY MAP LINE "B Scale: 1" = 60' LEGEND a 0 0 ss 6" SDR 35 PVC Sanitary Service @ Min. 1% 0 w/Sanitary Clean -Out @Building 110 o 0 � Common Access, Sewer, Water & Drainage 0 o O O O Easement (See Plat) 0 N W Water Main M Ln STIR. NO. 11 _ L -� z I / O ):Sta. 200+40, "C" O # O \ STIR. NO. 12 I < 8" Downspout Header 0 E­ 48" Dia. Sanitary MH _ - _ _ Sta. 201 54, �C � '• � Rim: 704.88 48" Dia. San ta�y MH � StaN300+ OCLEAN-OUT EX. SAN STIR. NO. 1 c� . a 8" IE (N): 698.00 A /D E Rim: 706.00 Pp Rim: 706.58 a Sta. 10+00, 8 IE (SE): 697.10 / 8" IE (E): 701.00 8" IE: 701.39 z Ex. Sanitary MH // I O L35 111 LF - 8" PVC SDR 35 @ 1.00% 8" IE (S): 699.11 1 STIR. NO. 12 78 LF - 8" PVC SDR 35 @ 0.50% I Rim: 703.81 ic QVGS i_ Sta. 201+54, "C" o „„ Sta. 300+00, "D" _� " < < < < � Ex. 15" IE (W): 695.05 36 LF - @ o.4po�o LINE C N E o Prop. 8" IE (E): 696.95 o a o W 1 48 Dia. Sanitary MH �i �o o Prop. 8 IE (NW): 696.95 - a 0 Rim: 706.00 V S �\ N t • / S / SSA S J - 1 8" IE (E): 701.00 - n ^ 8" IE (S): 699.11 LU \\ GRAPHIC SCALE L - N _ . � o GRAPHIC SCALE 20 0 10 20 40 LU NIT I / / UNIT 5 20 0 10 zo 40 L/Z � LL .j, „ LL�L LLLLL/ LLLL Li ,. L -' 0 ( IN FEET) 1 inch FIN E 0 ft. Z 1 inch = 20 ft. Q Z g a U Ln Z g J J 0 a ULU z a 0 w w 0 O U Z O a STIR. NO. 11 12 LINE "C" LINE "C„ STIR. NO. EX. SAN. STR. NO. 1 - - - 705 705 ownspou acier 700 700 „ SDR 11LF-8"PVC SD 695 35 @ 0.40% 695 LU r, O M O RK 0000 O M CD O r,� pip O N LA O r,� Ln L6 � O r,� 1- 00 LO LA O r,� 00 N ,-� Ln '6 D O r,r\ ,--i 00 N � CD O r*-. 705 LINE "D Proposed SAN. STIR. NO. 12 LINE "D" CLEAN -OUT Existing 705 - - 8" Downspout Header 700 700 78 LF - 8" PVC SDR 35 @ 0.50% 5P 695 ko CO '6 � O M M l0 t6 � O N % toO C) O F(=) C) C)200+00 201+00 300+00 N v N NOT FOR PRICING N �� �� �� �� NOT FOR CONSTRUCTION N LINE C LINE D FOR REVIEW ONLY LU O 0 1 1 NO. I REVISION DESCRIPTION: I BY: I DATE: J 00oo ° z O 0 -0-0 h O C C p O ° "O C O >=Y o V U o U Q Q p� CCD 01 �m ° o�r3 >. C 7 c N O cc N Ci ,L O u Q Z > U Q 'oS o c v `ZOO U m a o� 2 a m N N E * I uLL. 0 CO un � � a U u H Z W H CL �OWa Z O W �g V>�o W Zz ZaFz OJT= A/ W 0 Q �Z W LU a a J LL O CL Q oW Z Z Q J Z Q CL w LLJ w DRAWN BY: NAZI DESIGNED BY: OSK PM REVIEW: SDR QA/QC REVIEW: DSK DATE: 05/13/2025 SEAL: :No. PE 19900163i _ STATE OF ' Q �i�����' .AND I ANP;•����`�� SIGNATURE: DATE: 0511J12025 SCALE: HORZ: 1" = 20' VERT: 1" = 5' ACI JOB # 24-1420 SHEET NO. C4,1 SMH 1 R D L L Y V A-/"/ J �1/ � T'4' Deep Shredded Hardwood Bark Mulch. Keep Mulch Min. 2" Away From Stem. I Finish Grade, Refer to — Grading Plans for Slope = I I Set Above Finished � Grade, Not to Exceed 2" Ball Soil Backfill: 1/2 Native Soil, 2X DlB 1/2 Topsoil. Supplement a. with Additives as Noted Scarify Bottom and Sides of Root Ball to Break Apart Root Mass SHRUB BED PLANTING (NOT TO SCALE) 0v :)C0 I I _ P/L CS I �I I I I I I I I I —I I .J i ice/ 40 /loe / / QUANTITIES SHOWN ON THE PLANT LIST ARE FOR THE CONTRACTOR'S INFORMATION ONLY. IN CASE OF DISCREPANCY, THE ACTUAL COUNT ON THE LANDSCAPE PLAN PREVAILS. Note: All lawn, parking lot islands, disturbed or open areas not provided with landscape bedding plants shall be seeded or sodded. See SWPPP details for turfgrass locations and seeding schedules. All plant material shall be minimum sizes as shown, larger specimens are acceptable. I I r v 5618 T 705.75 I� I� I r c f LANDSCAPE REQUIREMENTS 1. Contractor shall locate all utilities prior to beginning work. Utilities shown are diagrammatic and may not indicate all underground improvements. 2. Examine existing conditions and verify conditions are acceptable for required work. Notify Landscape Architect of any discrepancies with information shown on plans prior to beginning work. 3. Protect all existing paving, structures, utilities, and plant material. 4. Contractor is responsible for removal of any existing grass, weeds, or scrub growth within limits of plant bed edge or within 5' diameter circle around the base of each tree. 5. Plans and other materials are quantified and summarized for the convenience of the owner and jurisdictional agencies only. Contractor shall confirm and install sufficient quantities to complete the work as drawn on the plans. No additional payments will be made for materials required to complete the work as drawn. Contractor is responsible for verifying all quantities. 6. All proposed plant substitutions must be approved by the Landscape Architect. 7. All plant material shall be warranted for one (1) year from the date of final acceptance. 8. Plants shall confirm to the minimum measurements listed on the plant list. 9. All plant material shall comply with all recommendations and requirements of ANSI Z60.1-2004 "American Standard for Nursery Stock." Plant material shall be healthy, vigorous stock grown with good horticultural practice under climactic conditions similar to those of the project site, and installed in accordance with methods established by the American Association of Nurserymen. 10. All material must be tagged by the nursery of origin for proper identification in the field. Tags are only to be removed after acceptance and inspection by the Landscape Architect. 11. All trees and shrubs to be mulched with 3-inch depth natural shredded hardwood mulch free of foreign matter. Perennial beds to receive 2"-inch depth mulch. Trees outside of bed lines to be mulched in a diameter of 5 feet. Mulch shall not be placed within 3 inches of trunks. 12. Rake topsoil to eliminate uneven areas and remove debris, roots, branches, and stones in excess of 1-inch size. Ensure positive drainage is retained away from buildings during landscape construction activities. 13. Seed limit lines are approximate. All landscape areas disturbed by construction shall be seeded unless noted otherwise. 14. Contractor is responsible for erosion control in all seeded areas. 15. All planting bed edges not indicated to receive metal edging shall receive a spade edge. 16. Clean all surfaces of soil, mulch and landscape debris after work is complete. 17. Contractor shall coordinate schedule and installation of landscape with irrigation system installation (if any). Any irrigation trenching post -landscape installation is to be repaired to final landscape condition. GRAPHIC SCALE 20 0 10 20 40 EEL— ( IN FEET ) 1 inch = 20 ft. PLANT SCHEDULE CODE JQTY IBOTANICALNAME ICOMMONNAME SIZE SPACING REMARKS SHRUBS LA 121 1 LIGUSTRUM X VICARYI 'NCLX1' GOLDEN TICKET® PRIVET 24" HT 60" o.c. SDP 118 1 SPIRAEA JAPONICA -DOUBLE PLAY GOLD- SPIREA -DOUBLE PLAY GOLD' 24" HT 48" o.c. NOT FOR PRICING NOT FOR CONSTRUCTION FOR REVIEW ONLY 1.0 _a o 0 a a C o a as £aa V >xhoe 0 Q r a�i i ar m a 0 47- 0 m N V 2 a 0 Ica a Q0 c IVO !2Z O 0 2 mNN E 00 Ln La .0 M VII­ LL- 0 H Z W �OWa Z O W �a V>�o W Zz Za Z OJT= LLJ A/ W 0 Z W LU OC w a Z Q Ill CL Q U 0 Z Q J DRAWN BY: DEF DESIGNED BY: DEF. PM REVIEW: SDR QA/QC REVIEW: DSK DATE: 05/13/2025 SEAL: Pw111 LII S'UkN�����o :No. PE 199001631 _ '� •: STATE OF t � /111111111 SIGNATURE: DATE: V 05/13/2025 SCALE: AS NOTED ACI JOB # 24-1420 SHEET NO. C5,0 Full Depth HMA Pavement; See Site Plan for Section Slope As Noted On Grading Plan Compacted #53 Aggregate Base; Thickness As Noted On Site Plank Compacted Subgrade Free of Organics I/ HMA PAVEMENT TYPICAL SECTION (Not To Scale) Cement Wash 6" Dia. Sch. 40 Steel Pipe w/Concrete Fill iO & Yellow HDPE Cover N Finished Grade ti�in rd Centered undation oncrete; Min. 4500 psi 18" Dia. L 3" Clr. BOLLARD TYPICAL DETAIL (Not To Scale) Class A Concrete Pavement, Depth as Noted on Site Plan Light Broomed Finish Perpendicular to Traffic Flow Slope As Noted On Grading Plan Compacted #53 Aggregate Base; j� Thickness As Noted On Site Plan 4 Compacted Subgrade Free of Organics NOTES: 1. See geotechnical report for specifications & additional information. CONCRETE PAVEMENT/PAD TYPICAL SECTION 0 Cn Concrete Pavement over Aggregate Base; See Typical Section, This Sheet Finished HMA Pvmnt. d d /a d , d _ d < fV d O O p d d e 12" CONCRETE PAVEMENT/PAD THICKENED EDGE TYPICAL SECTION Welded Wire Fabric (4"x4", W1.4 X W1.4 WWF) 8" Class A Concrete Pavement Slope As Noted On Grading Plan v a d d a d 3" Clear d 6 Compacted #53 j Aggregate Base o - o 0 x' Compacted Subgrade Free of Organics ><ivxx ivxx ivxx iv'�> DUMPSTER PAD TYPICAL SECTION 4" Fibermesh Reinforced Class A Concrete w/ Medium Broom Finish 1.5% Slope Preferred (See Grading Plan) d 4" Compacted Granular Material Compacted Subgrade� NOTE: Where sidewalk is located adjacent to a structure, install 1 1/2" preformed expansion joint between foundation & walk CONCRETE SIDEWALK TYPICAL SECTION (Not To Scale) (Not To Scale) (Not To Scale) (Not To Scale) ll SIGN & POST Retroreflective Sheet Aluminum Sign in Accordance w/MUTCD Standards; See Site Plan for Sign Type 2%4" x2%4" x 12 Ga. Steel Post, Primed & Painted Black (Pole substitution may be allowed if approved by Engineer & Owner. Finished Grade TYPICAL DETAIL (Not To Scale) 1/2" Expansion Joint Sidewalk (Typ) w/Elastomeric Filler; (Typ. Ea. Side) a a Course Broomed a as Finish (Typ.) a See Site Plan & Grading Plan o a �21 (Typ. Ea. Side) ° See Site Plan d cn z UU 6" Full Ht. Curb (Typ. Ea. Side) z ISOMETRIC g Jn See Site Plan v z41 Fibermesh Reinforced 21-011 LU Class A Concrete a 0 w/ Course Broom Finish 611 If Applicable, > Slope As Detectable Integral Curb LU Shown Above Warning (Per o INDOT Std.) '. /� Finished HMA Pvmnt. 0 O.• AA , •• ,. I d ,a z o • • . • S 4.4 < . z .. O N n SECTION 6" CURB RAMP TYPICAL DETAIL (Not To Scale) a Ln 4" Solid Line c-- c'*- Dian See Site Plan 3'-0" (Typ) CROSSWALK PAVEMENT MARKING Solid Line TYPICAL DETAIL (Not To Scale) 2'-0" (Typ) T-0" x T-0" International Symbol of Access Stencil ADA PARKING SPACE PAVEMENT MARKINGS (Not To Scale) PAVEMENT, CURB & WALK CONSTRUCTION NOTES 1. GENERAL a.Except where otherwise indicated on these plans or in the proposal and supplemental specifications contained therein, all materials and workmanship shall be in accordance with the current "Indiana Department of Transportation Standard Specifications" (INDOT) for Construction. b.Contractor shall submit shop drawings and mix designs to Engineer for review and approval prior to ordering any material. c.Cure concrete in accordance with current INDOT and local specifications. d.Align curb, gutter and sidewalk joints. 2. SIDEWALK a.Expansion joints shall be 1/2-inch wide with elastomeric filler, extending the full depth of the concrete located at a maximum spacing of 40 feet and where sidewalk abuts concrete driveways, curb or other adjacent structures. b.Contraction joints shall be scored 1/2-inch deep and spaced at 5 feet. c.Formed joints shall be finished with a tool having a 1/4-inch radius. d.Finish: Steel trowelled with a light broom texture perpendicular to the direction of travel. 3. CURB a.Expansion joints shall be 1/2-inch wide with elastomeric filler, extending the full depth of the concrete, located at a maximum spacing of 80 feet. b.Contraction joints shall be scored 1/2-inch deep and spaced at 10 feet. 4. CONCRETE PAVEMENT a.Apply curing compound and provide light broom finish perpendicular to direction of traffic flow. b.Joints shall be in accordance with ACI 330 and shall not exceed 12 feet for a 6-inch thick slab and 15 feet for an 8-inch thick slab. c.Sawcut joints 2 inches deep and install silicon joint sealant. Brick Clean Sawcut (Typ) 1 Z" Milling of HMA to Nearest Lane or Edge of Road in Transverse Direction, qnd 2 ft. Past Trench cut in Both Directions, Longitudinally 12' (Typ.) 12" HMA Surface Slopes as per Trenching Safety Policy - 29 CFR 1926, Subpart P - Excavation & Trenching HMA Base Backfill: See General Note 2 Trench Cut <) Max. 24" Wider Tha Landscape or Sidewalk 6" Finished Surface; See Site Plan 1'R 2"R d Top of Depressed-7 a e Curb; See Grading < 4"R Plan for Locations ° d d 6" Exposure, Unless Noted Otherwise; See Grading Plan; Course Broomed Finish Finished HMA Pvmnt. 7/7/ o N 712" z NOTE: Where sidewalk is located behind curb, install 1/2" preformed expansion joint between curb & walk. STANDARD CONCRETE CURB TYPICAL DETAIL (Not To Scale) Asphalt Pavements Shall be Patched with Minimum 1 Z" HMA Surface and Minimum 6 Z" HMA Base in two Lifts of Thickness of Existing Pavement, Whichever is Greater 12" Min. Bituminous Crackseal All Sides Existing Asphalt Existing Concrete or Asphalt \/qf Utility From the bottom of the excavation to one foot above the top of pipe, bedding material shall be placed as specified in General Note 1. ASPHALT PAVEMENT NOTES 1. Depth of asphalt patch shall be a minimum of 8" or the same depth as original pavement, whichever is greater. 2. A concrete patch on asphalt pavement may be allowed by the City Engineer if the road is scheduled to be rehabilitated in the near future or other like circumstances. GENERAL NOTES 1. Pipe Bedding: Granular material shall be hand placed in loosely measured 4 inch layers to the spring line of the pipe. Each layer shall be thoroughly tamped under and around the pipe, and when sufficient layers have been placed in this manner to cover the pipe, the tamping shall proceed across the trench width, Hand, Pneumatic or mechanical tampers may be used. The bedding material shall be moist but not wet, and it shall not include any stones larger than 2 inches in any dimension. See "Pipe Bedding Typical Detail" for bedding material and compaction requirements. 2. Trench Backfill: Material shall be select native or B-Norrow free of debris, organic material and large stones. Removable flowable fill shall be used for trenches within 5 feet of pavement and walks. See "Pipe Bedding Typical Detail" for backfill placement and compaction requirements. 3. Temporary Patch: If it is not possible, due to weather conditions, for the contractor to replace the pavement within 24 hours following the backfilling of cut, a coarse aggregate base 8" thick and a cold asphaltic surface of 4" shall be applied and maintained as a temporary patch until permanent repairs can be made. When temperature falls below 50OF within 72 hour cure time, concrete to be used shall be 7 bag w/ 2% accelerator. Such temporary patches shall be replaced with permanent repairs no later than May 1 of the following year. 4. All utilities must be located prior to making pavement cut. ASPHALT PAVEMENT PATCH TYPICAL DETAIL (Not To Scale) Install 1/2" 6" Exposure, Preformed Unless Noted Expansion Joint Otherwise; Between Curb & See Grading Plan; Sidewalk 1 12 Course Broomed Sidewalk Finish 1 1R Finished — — 2"R HMA Pvmnt. Top of Depressed _ Curb; See Grading'R N Plan for Locations ° ° • d , MODIFIED CONCRETE CURB TYPICAL DETAIL (Not To Scale) 3' Trench Cut Brick Pavements Shall be Removed for a Width 3 ft. Greater Than the Anticipated Trench and Restored Upon Completion Compacted Sand Setting Bed 1" Min. Compacted #53 Base Course, 12" Min. Slopes as per Trenching Safety Policy - 29 CFR 1926, Subpart P - Excavation & Trenching Backfill: See General Note 2 Trench Cut Max. 24" Wider Than O.D. of Utility 3' Street Pavers From the bottom of the excavation to one foot above the top of pipe, bedding material shall be placed as specified in General Note 1. W 0 0 _`" " N ° O o Z Q'�°vc >xYU' U' V L u Q r �o cm v o :E a C " O = 00NC9 W W 0 d_ d 7 N a 0 Q =o O Vu a c v = a d dCoLn O N N m N 1 , u>>nn O oI-�� > a M of I- � 8 u z W CL �OWa O LU L a U>Ho LU 0 z zaQz 0_J LU �= Q W 30 Q z W 0 W Ix w a h Q H W H U CG H z W IR w J W LO DRAWN BY: Ni DESIGNED BY: DSK BRICK PAVER PREPARATION: PM REVIEW: 1. Remove organic, unstable or unconsolidated material from site. Verify conformance of subgrade preparation, compacted SDR QA/QC REVIEW: density and elevations to specified requirements. 2. Clean and re -use existing street brick pavers removed during site demolition. Remaining pavers not used will be DSK returned to the city. DATE: 05/13/2025 GENERAL NOTES SEAL: 1. Pipe Bedding: Granular material shall be hand placed in loosely measured 4 inch layers to the spring line of the pipe. 0►►uuiu►►►►///,�� Each layer shall be thoroughly tamped under and around the pipe, and when sufficient layers have been placed in this N1OOP?`l L S. manner to cover the pipe, the tamping shall proceed across the trench width, Hand, Pneumatic or mechanical tampers �` � SST EV may be used. The bedding material shall be moist but not wet, and it shall not include any stones larger than 2 inches in any dimension. See "Pipe Bedding Typical Detail" for bedding material and compaction requirements. _ No. PE19900163i 2. Trench Backfill: Material shall be select native or B-Norrow free of debris, organic material and large stones. - ' STATE OF ;� 4� Removable flowable fill shall be used for trenches within 5 feet of pavement and walks. See "Pipe Bedding Typical Detail" for backfill placement and compaction requirements.Temporary Patch: If it is not possible, due to weather conditions, for the contractor to replace the pavement within 24 hours following the ���i�i►►miin►►��o��� backfilling of cut, a coarse aggregate base 8 thick and a cold asphaltic surface of 4 shall be applied and maintained as SIGNATURE: a temporary patch until permanent repairs can be made. When temperature falls below 50OF within 72 hour cure time, concrete to be used shall be 7 bag w/ 2% accelerator. Such temporary patches shall be replaced with permanent repairs no later than May 1 of the following year. , DATE: 3. All utilities must be located prior to making pavement cut. BRICK PAVEMENT PATCH TYPICAL DETAIL 05/13/2025 SCALE: (Not To Scale) AS NOTED NOT FOR PRICING ACIJOB # NOT FOR CONSTRUCTION FOR REVIEW ONLY 24- 1 420 SHEET NO. C&O 1 NO. I REVISION DESCRIPTION: BY: DATE: Casting; See Utilities Plan Adjusting Rings as Required 9" Reinforced Precast Concrete Lid 6" Min. Class "A" Concrete Collar N � c O O 24", 18, H 1511 & 1211 n�'O' o °00°°°0 00°OoOO . Oo00o 0 000°°000 0000 °°o 00000000 0 0 O 0 0 oopo 00° Reinforcing at All °00000°0 0 0 O 0 0 °°00°0°00o Pipe Openings o°OOo°Oo °00o°°oO 00000000 0 0 O 0 0 °0 000000° 0000 0000 0 0 O 0 0 .0. 0 No 00 °00°000 0 0 O 0 0 °°00 0°00 °000°00 • 0000000 .. 0000000° 000°000° 00000000 0 0 O 0 0 00o0000 Precast Reinforced Drywell 00°000°0 0 0 O 0 0 0 000° ° o° Sections Wrapped w/ 00000000 00 0 0 O 0 0 p000000 Filter Fab. BIDIM C-22 00000000 0 0 O 0 0 000°000° or Equal 00000 00 000 000 '000000 0 0 O 0 0 00°00000 0oa°oo° • 000000 N 0000°0000 00°o00 00 0 a, 000< 00000 °°O00°0 0 0 O 0 0 00000 OOC 00000000 0 0 O 0 0 00000000° 18" Min. #9 Washed 0000 0° °0 0 0 O 0 0 °000 0O 00 Aggregate Backfill > °000 °° 00000 °00 t 00000000 0 0 O 0 0 °°00°°00 0000000°O° °0000000 000°00 0 0 O 0 0 0000000 2 0000000 . 000000 Ooo 00 00 0O °0Oo0000° 00 0o0Oo 0000000 0 0 O 0 0 °00000 0 0 00 0000 000000 0 0 O 0 0 00000 00° Non -woven Geotextile °00°0000°00 0 0 O 0 0 °° 00000 BIDIM C-22 or Equal 00000000 0 0 O 0 0 °0°0 000 0 oO °0000000 0°o0°°O o0°(DODO 0 0 O 0 0 °000000 000 ° °000 0 • 0 0000 00 0000000 ° o 0 0 0 0 ° 0000000 000 0000°°00 °000°p0 O 00000 o ° 12" Deep Riprap 9" Reinforced Precast Concrete (6" Min. Size Stone) Base Ring 1'-6" 5'-6" 1'-6" DRYWELL TYPICAL DETAIL (Not To Scale) Place Specified Cover on V Thick Bed of Mortar Top Step to be 18" Below Top of Casting Provide a Minimum of 6" Adjustment Rings for Future Adjustment. Concrete Shall be Placed on Bed of Mortar. Mortar Shall be Wiped Smooth on Inside of Manhole. 12" o NOTES 3" Minimum U •- Embedment (Typ) 2 1. Steps shall be of an approved o (Typical) u, design, made of cast iron, aluminum, or plastic coated steel. rungs shall be a minimum of 10" clear length, designed to prevent the foot from slipping off the end and capable of supporting 300 6-21' pounds. 0 411 2. The top portion of the precast reinforced units shall be eccentric. 4'-0" Dia. 3. Rubber boots shall be used for all pipe entering/exiting the manhole. Flow Channel Shaped to Match Size and Shape of Connecting Sewers nd or Stone Cushion in. ST774!w/#4 " for Precast Footing) E Precast Concrete Footing CO 1 • Bars @ 12" E.W. d M Dia=4'-8"+(2 x Wall Thick.) SANITARY SEWER MANHOLE TYPICAL DETAIL (Not To Scale) Finished Grade Finished Grade NOTES =I j 1. D = Interior Pipe Diameter; Bc = Exterior = BACKFILL: IN STREETS, ALLEYS, SIDEWALKS,ameter _ _ I & DRIVING AREAS — — _� 2, PVC SDaln tary Sewer shall be installed in - _—_— -_ — Granular material with less than — _—� accordance with ASTM D2321. I— — 15% passing a No. 200 sieve — =1 ' 3. Do not displace pipe during placement 1= — -I placed in 6" lifts, compacted _ - I and compaction of backfill. - _III to 100% 1_ 4. The lower 900 arc of the barrel of the Standard Proctor I pipe should be in firm contact with the to subgrade. undisturbed earth. The bedding shall be continuous an and uniform for the length of the pipe. BACKFILL: IN EASEMENTS 5. Small excavations should be made for the & OPEN AREAS pipe bells and should be no larger that Granular material necessary to clear the bell. placed in 12" lifts, compacted to 95% Standard Proctor Min. Width > 1.25 Bc + 12" or Bc + 16 00 f/ \ Springline N l m RIGID PIPE Hand placed, mechanically tamped suitable on -site granular material free from debris, organic material, stones, etc. placed in maximum 6" lifts, filling all voids around pipe or place flowable fill with a min. 200 psi design mix. Mechanically tamped suitable excavated material backfill placed in maximum 4" lifts Firmly bed pipe on undisturbed ground; Excavate for bells; No weight shall be supported by bells ALLOWABLE MAXIMUM TRENCH WIDTH AT TOP OF PIPE D 11WIF 6" 27„ 8" 27" 10" 30" 12" 33" 15" 36" 18" 39" 21" 42" 24" 48" 27" 51 " 30" 57" 36" 68" 42" 75" 48" 82" An allowable "W" of 30" will be permitted where depth of cut exceeds 12 ft. and extra strength pipe is specified. PIPE BEDDING TYPICAL DETAIL (Not To Scale) Hand placed mechanically tamped backfill. Material shall be crushed stone or gravel with a 50% mechanical crush count complying w/ ASTM D2321, Class I or II; filling all voids around pipe Place backfill in maximum — 6" lifts above springline. Place backfill in maximum — 4" lifts below springline. Bed pipe Class I, II or III material complying w/ASTM D2321 BACKFILL: IN STREETS, ALLEYS, SIDEWALKS, & DRIVING AREAS — Granular material with less than 15% —_ passing a No. 200 sieve placed in 6" lifts, compacted to 100% 11— (— Standard Proctor to subgrade. BACKFILL: IN EASEMENTS & OPEN AREAS Granular material placed in 12" lifts, compacted to 95% Standard Proctor Min. Width > 1.25 Bc + 12" or Bc + 16 00 8C Springline � l N \ / m r- 4" Min. FLEXIBLE PIPE spigot & plug flush w/ground 450 Elbow Service Wye Fitting Concrete ( Cast -Iron iVV1_1 „u.�„ w/finished surface; If located in pavement or gutter stamp w/message "SANITARY" Flow 1 11 0 Sewer Service Line IN GRASS IN PAVEMENT CLEAN -OUT TYPICAL DETAIL (Not To Scale) F:1 FRONT ELEVATION 9 SIDE ELEVATION DUMPSTER ENCLOSURE DETAIL (Not To Scale) 12" STORM SEWER CONSTRUCTION NOTES 1. Contractor shall supply as -built record drawings to the Owner and Engineer upon completion of work. SANITARY SEWER CONSTRUCTION NOTES 1. All sewer main materials and construction shall be in accordance with jurisdictional municipality standards and these Construction Drawings. 2. Sanitary sewer fittings shall conform to the requirements of ASTM D3034 with a minimum wall thickness of SDR 35, as defined in 7.4.1, and molded in one piece with elastometric joints and minimum socket depths as specified in Sections 6.2 and 7.3.2. PVC material shall have a cell classification of 12454-B and C as defined in ASTM D1784. 3. Contractor shall supply as -built record drawings to the Owner and Engineer upon completion of work. 4. The following tests shall be performed by the Contractor in accordance with the jurisdictional municipality standards and witnessed by a licensed Professional Engineer. The Engineer and Owner shall be provided 48 hours notice of all testing. A) Low pressure air leakage test per ASTM F1417, standard test method for installation acceptance of plastic gravity sewer lines using low-pressure air. The infiltration rate shall not exceed 100 gallons per inch diameter of pipe per mile per day. If the test fails, the Contractor shall determine the cause, repair/replace the sewer line to the satisfaction of the Owner, and then re -test. B) Tests for deflection of sanitary sewer pipes shall be performed no earlier than 30 days after installation. The pipe shall be tested with an approved 9-point mandrel. No pipe shall exceed a deflection of five (5%) percent. In the event the sanitary sewer pipe fails the deflection test, the section of pipe which failed shall be completely removed, replaced, and tested starting with low pressure air leakage testing and then deflection testing. The mandrel shall be pulled without the aid of a mechanical pulling device. C) Sanitary sewer manholes, if specified, shall be tested by negative air pressure in accordance with ASTM C1244-93. If the test fails, the Contractor shall determine the cause, and then repair/replace the manhole to the satisfaction of the Owner. The test shall be repeated until it is successful. nished Grade Downspout - ADS Boot Rubber Coupling - Finished Pavement Match Downspout Header - 90° Elbow Downspout Header; o4 See Utilities Plon �O��o� � for Diameter 6" Compacted Aggregate DOWNSPOUT CONNECTION TYPICAL DETAIL (Not To Scale) Finished Grade NOT FOR PRICING NOT FOR CONSTRUCTION FOR REVIEW ONLY a � C o;CL y N a Z Env a�avc � >Xhd U' a, u _ T N CC ost3 a = as 0 W W `a Q�o cv O a�Zoo Ov 2 u N �mMUY a 1 \ 3 N N 0 p H H M M VfHU_ a H Z W �OWa OWLa U>Ho LJJ o z Za Z OJT= LU Q W 30 Q W W Ix Q H W W H U IIY H H Z w W LO DRAWN BY: NI DESIGNED BY: DSK PM REVIEW: SDR QA/QC REVIEW: DSK DATE: 05/13/2025 SEAL: ,O`LS►►►�����i0 No. PE 19900163i STATE OF SIGNATURE: DATE: 0511312025 SCALE: AS NOTED ACI JOB # 24 -1420 SHEET NO. C&I 1" Compression Curb Stop (Ball Valve) ISO, Ball Type Corporation Stop (1" CC Threads x 1" Copper Compression or approved equal Finish Ground Cast iron Access Cap (4" - 2 hole) Service Shut-off Box (Tyler 95E or Approved Equal) Shut-off Box Rod Brick Type "K" Copper Service (Perpendicular to Main) For 1" & 2" Services, a Twin Strap Nylon or Epoxy Coated Saddle is Req'd. Water Main Type "K" Service Pipe to Establishment E ' New Main X M OM E E ._ En NOTES 1. Service shut-off box shall be placed in the public right-of-way in grass between curb and sidewalk. 2. For a 2" service the corporation stop shall be located at 900 (level). WATER SERVIC E CONNECTION TYPICAL DETAIL (Not To Scale) Lid shall have tF "WATER" cast it Adjustable Type 2 Piece, Ca Valve Box 1/2 of Adju: to F Restrain with Wec.,- Action Restraints (Typ) c-* T^^ r-'' -," -,i+h Ground or Pavement NOTES 1. Gate valves shall be manufactured by Clow, Mueller, or approved equal. 2. Valve box shall be manufactured by Tyler Pipe Industries Model 664-S or approved equal. 3. Gate valves shall be used on water main pipe 12-inches and smaller. 4. Valve spacing shall be no greater than 1,000 feet. A main line valve shall be placed at each intersection. 5. Valve locations shall be configured to be within 3 Ft. of adjoining fittings. GATE VALVE & BOX TYPICAL DETAIL (Not To Scale) Tapping Valve Restrain with Wedge Action Restraints H304 Stainless Steel Tapping Sleeve 0 0 0-0 0-0 0 0 I I I I I Ex. Main �I TAP MADE UNDER PRESSURE (WET TAP) CONNECTING NEW MAIN TO EXITING MAIN NOTES 1. Tapping valves shall be Clow, Mueller, or approved equal. 2. The physical tapping of the existing water main shall be performed by the City's utility distribution department. All excavation and preparation work shall be performed by the contractor, and the contractor shall provide all materials. The utility will only perform the physical tap. Contractor shall coordinate with the Water Department. TAPPING SLEEVE & VALVE TYPICAL DETAIL (Not To Scale) 6" Gate Valve (Restrained with Wedge Action Restraints) w/ Box 6" x Min. 13" - O� Fire Hydrant (Restrained with Wedge Action Restraints) Fi L_J c x _"x_"x6" Tee (Restrained with Wedge Action L - Restraints) 6" x Min. 24" ELEVATION LENGTH OF WATER MAIN TO BE RESTRAINED IN FEET HORIZONTAL BEND TABLE BEND ANGLE (DEGREES) PIPE DIAMETER 4" 6" 8" 101, 12" 11.25 2 2 3 4 4 22.5 3 4 6 7 8 45.0 6 9 11 13 15 90.0 14 20 26 31 37 TEE CONNECTION TABLE RUN DIAMETER BRANCH DIAMETER 4" 6" 8" 101, 12" 4" 17 40 55 67 80 6" 24 39 54 66 79 8" 22 37 52 65 78 10" 19 35 51 64 77 12" 17 34 50 63 77 Hydrant Drainage Pit (See Note 2) I N J Fire Hydrant (Restrained with Wedge Action Restraints) 6" x Min. 24" PLAN 5" Gate Valve (Restrained with Wedge Action Restraints) w/ Box 6" x Min. 13" x_"x6" Tee (Restrained with Wedge Action Restraints) NOTES 1. Any subgrade disturbed beneath hydrant shall be thoroughly compacted or suitable material shall be furnished, placed and compacted to provide a firm foundation for the hydrant. 2. Hydrant drainage: To prevent freezing of the hydrant barrel if it were not drained, a drainage pit 2'x2'x2' shall be excavated below the hydrant and filled with course gravel or crushed stone mixed with sand to a depth of 6" above the hydrant opening, providing sufficient aggregate void space to more than equal the volume of the barrel. The drainage pit should neither be near, nor have a connection to a sewer. 3. Hydrant painting: Hydrants to be painted red, white and blue per manufacturer's paint specs. 4. All pipe, fitting and valve joints shall be restrained with wedge action restraints. FIRE HYDRANT ASSEMBLY TYPICAL DETAIL (Not To Scale) VERTICAL DOWN BEND TABLE BEND ANGLE (DEGREES) PIPE DIAMETER 4" 6" 8" 10" 12" 11.25 3 1 5 6 7 8 22.5 7 9 12 14 17 45.0 13 18 24 29 34 VERTICAL UP BEND TABLE BEND ANGLE (DEGREES) PIPE DIAMETER 4" 6" 8" 10" 12" 11.5 1 2 2 2 3 22.5 2 3 4 4 5 45.0 4 6 7 9 20 REDUCER CONNECTION TABLE SIZE RESTRAINED LENGTH 6"x8" 24 8"x10" 23 8"x12" 43 10"x12" 24 THE ABOVE TABLES WERE CREATED USING THE EBBA SOFTWARE FOR MINIMUM RESTRAINED LENGTHS FOR PVC (C900) PIPE. THE SAND (SP) SOIL CONDITIONS WERE USED AS THE SOIL TYPE IN ALL OF THE CALCULATIONS. ALL PVC PIPES BETWEEN BENDS MUST BE RESTRAINED WITH LOCKING GASKETS TO THE MINIMUM LENGTHS LOCATED IN THE WATER MAIN RESTRAINED TABLES. IF THE MINIMUM LENGTH IS BEFORE THE FIRST JOINT, THE FIRST JOINT SHALL BE RESTRAINED III I I BACKFILL: IN STREETS, ALLEYS, SIDEWALKS & DRIVING AREAS Granular material with less than �- - 15% passing a No. 200 sieve III placed in 6" lifts, compacted to 100% Standard Proctor to subgrade. BACKFILL: IN EASEMENTS & OPEN AREAS Granular material placed in 12" lifts, compacted to 95% Standard Proctor V � I Pipe shall be - poly wrapped Springline 0 Undisturbed earth Max. Width = 24" Wider Than Pipe O.D. WATER DISTRIBUTION CONSTRUCTION NOTES 1. Water main, domestic and fire services, materials and construction shall be in accordance with the construction standards of the jurisdictional municipality, AWWA Standards, and these Construction Drawings. 2. Water main (4-inch diameter and larger) shall be Class 50 ductile iron and pipe fittings shall be Class 250 ductile iron mechanical joint meeting the requirements of the jurisdictional municipality and AWWA C-110 or AWWA C-111. Water main joints shall be bell and spigot with elastomeric rubber gaskets. Joints shall be push -on or mechanical, unless otherwise noted in the plans. Mechanical joint fittings shall be restrained by a mega -lug flange or grip ring meeting the jurisdictional municipality's latest specifications. 3. Water services (less than 4-inch diameter) shall be Type W Copper. 4. All gate valves shall be resilient sealed and meet or exceed AWWA C509 (standard for resilient wedge seated valves) and the jurisdictional municipality standards. Valves shall be rated for 200 psi working water pressure with mechanical joints and open left (counterclockwise). Valves shall be anchored with restrained joints and thrust blocking. Valves shall be installed with standard cast iron valve boxes, plumb over the wrench nut of the valve and to finished grade, and have a round plug -type cover embossed with "WATER". 5. Retainer glands shall be provided on all valves and fittings in accordance with the jurisdictional municipality standards. 6. Water service shall have a minimum cover of 5 feet. 7. Water pipe shall be backfilled in accordance with the requirements as set forth in the plans for rigid pipe beneath pavement. 8. Maintain a minimum horizontal clear separation 10 feet between water and sewer pipes. Where water and sewer pipes cross, maintain a minimum vertical clear separation of 18 inches. If separation cannot be met, the sewer pipe shall be constructed of water grade pipe meeting AWWA Standards for a distance of 10 feet each side of the water pipe. At crossings, one full length of water pipe shall be installed so that the joints will be as far from the sewer pipe as possible. 9. All tees, plugs, valves, dead ends, reducers, and bends shall be installed with a restrained joint in accordance with jurisdictional municipality standards. Finished Grade Initial Backfill: Select suitable excavated material mechanically tamped to 95% Standard Proctor Density; See Note 1 Removable flowable backfill shall be placedd for all areas within 5' of pavement to 12" above crown; Above this limit, structure backfill shall be used Bedding Material: Select suitable excavated material mechanically tamped to 95% Standard Proctor Density; See Note 1 Firmly bed pipe on undisturbed ground; Excavate for bells; No weight shall be supported by bells WATER MAIN PIPE BEDDING TYPICAL DETAIL (Not To Scale) NOT FOR PRICING NOT FOR CONSTRUCTION FOR REVIEW ONLY W 0 o>a_ = Nav _" c` Env V 6 0 2 2 >=hd 0 U' oc O Q S T O E =m oLt3 a `c 44= a 0oNC9 W O `a 0 0 Q no O cv ZGR�t a, � �cov, u N C �mMii) 3�NN = ,. v2 0HLn.0 M Vf H W 8 H Z W CL �OWa OW�a in W oz Z IIn Q Z O J W � _ Q W 30 Q 1-- Z W 0 N W W 0 s a h J Q H W H U Z r•� w J W LO DRAWN BY: Ni DESIGNED BY: DSK PM REVIEW: SDR QA/QC REVIEW: DSK DATE: 05/13/2025 SEAL: ?S LIIS►►►/,r 7j6." A °•: :No. PE 19900163i = •: STATE OF r 4� Z nnnnu SIGNATURE: DATE: LV 0511312025 SCALE: AS NOTED ACI JOB # 24 -1420 SHEET NO. C6,2 Q 0 N 0 N O N t0 rl z 0 v7 a Ln a z 0 V 0 0 0 N N CL a a Ln O J_ V 0 w w 0 0 z 0 a O N v I \ ,OPJFJ P /L p I/co�o II \ LOT 4 'I / \ �P/L II® I C. I II q � Co , co I r— —I LOT 3 ��oo I I ® I ICS JEL I II I I I I II I I I I I I P 10, ELECTRIC - -,70, — EASEMENT I CLSwale _ L--J - — (Tye—�GCO — \ �---L-------�� I I II I CO W _ 7PP/D •<�< I I Z r — - - 706 106 I Q I F-1711st F. & Porch I I J I \ F.F. EL. 707.32 L — — I �F�P W II LOT I I I I I \ / W:706.57 I I I I I I I I I I I I C �C$ — — — INLET PROTECTION ® I I I II I I I CS ��UNIT 6 I { I \ I `S 1st FI. & Porch CSF.F. EL. 707.28 I UNIT 5 . I • . co o I II \ I 1st FI. & Porch • , I ^ I I— -' ` F.F. EL. 707.13 �0is c_� / I �° I I goo I •',' <<�-<— I � ' j� I I� --- I I I I ,• I I I I j I I I F'P I V (0 —`—` I UNI _4� LOT 2 I `� �/' 1st FI. &Porch LOT 6 \ I I �I` � UNIT 3, CS CS I F.F. EL 706.86 r I I I h INLET PROTECTION I I I I I I (brick) / �0 1st FI. &Porch •, : I I � I I I \ F.F. EL. 706.71 I I <— ,��'� o . �f I I I I I ''� 0S AN T�� I r PF� o s H 1st & Porch I I I W �I I ,o CO I U L o6 5 1st Porch I I I (asph.) , I F.F. EL. 706.44 , UNIT\ �� I I II ®W 1st FI. & Porch F.F. E . 70 705 O \ % 11 CS T] INLET PROTECTION I —�� • • ,,• t . �' ��� PP F • • -•• / • • r •fir • �0 WEST MARION STREET II ®W i / ®W , (brick) 11 CB (asph. —� ---------___ EX. STORM STR.NO. 1 — — Exist. Storm MH Limits of Disturbance for Subdivision Infrastructure = 0.31 Acres±; \ \ Rim:703.60 Residential building construction to be on lot by lot basis w LOT 5 o POST CONSTRUCTION MAINTENANCE PROCEDURES A. Storm Manhole & Inlet Structures (Site Owner's Responsibility) 1. Inspect storm manhole structures, drywells and storm inlet structures and remove built-up vegetation, trash and debris - monthly (minimum) and after each storm event of 3-inches or greater. 2. Remove root intrusions and vegetation from structures and dry wells - as needed. 3. Repair broken castings and grates - as needed. 4. Inspect pipes located within the structures for signs of clogging or damage, repair as needed - annually (minimum). C. Underground Detention System (Site Owner's Responsibility) 1. Inspect underground detention systems annually for sedimentation and clean out sediment buildup. a. Locate the riser section of the retention/detention system. b. Remove the lid from the riser. c. Measure the sediment buildup at each riser and cleanout location. Only certified confined space entry personnel having appropriate equipment should be permitted to enter the detention system. d. Inspect each manifold, all laterals, and outlet pipes for sediment build up, obstructions, or other problems. Obstructions should be removed at this time. e. If measured sediment build up is between 5% - 20% of the pipe diameter, cleaning should be considered; if sediment build up exceeds 20%, cleaning should be performed at the earliest opportunity. A thorough cleaning of the system (manifolds and laterals) shall be performed by either manual methods or by a vacuum truck. GRAPHIC SCALE o ( IN FEET ) 1 inch = 20 ft. Standard 2" Flow Area t Handles Inlet Grate/Casting Inlet Insert (Bask Provide Size and St Required in Case -by-( Basis for Inlets W Project, Casting Ledge II — Replaceable Sediment Bags with Geotextile Filter Fabric Rectangular Inlet Filter Round Inlet Filter Installation Detail Installation Notes: 1. Install per Manufacturer Recommendations. 2. Remove the Grate from the Casting or Concrete Drainage Structure. 3. Clean the Ledge of the Casting Frame or Drainage Structure to Ensure it is Free of Stone and Dirt. 4. Drop Inlet Insert (Basket) Through the Clear Opening and be Sure the Suspension Hangers Rest Firmly on the Inside Ledge of the Casting. 5. Replace the Grate and Confirm it is Elevated no More than Thickness of Insert Hangers. Maintenance Notes: 1. Site Inspection Should Occur at Least Once Every Seven Days and Within 24 Hours Following Each 1/2" or More Rain Event. 2. Empty the Sediment Bag if More than Half Filled with Sediment and Debris. 3. Remove the Grate, Engage the Lifting Bars or Handles and Lift from the Drainage Structure. 4. Dispose of the Sediment or Debris in Accordance with EPA Guidelines. 5. Remove Any Caked on Silt from the Sediment Bag and Reverse Flush the Bag with Medium Spray for Optimal Filtration. 6. Replace the Bag if Torn or Punctured to 1/2" Diameter or Greater on the Lower Half of the Bag. 7. When the Contributing Drainage Area Within 50' Upstream of the Inlet has been Stabilized, Remove Insert (Basket) and Properly Dispose of Sediment Deposits. INLET PROTECTION (Not To Scale) _EROSION ti77T� 7m= m._,�._ _Mm--A"� -41 r � dBi r iL"� , - — or 'a 1 �1y1 0� saw '�� Prapetly�il t i ConstnxUd Bulldir d sit aw <= Soil RodOle Protection uL Inlet Protection 0 Teror�r� Erosion Control Blanket ' control measurers must be functiona nd maintained through construction I : �� P. Erosion control Ban et shah) on slopes greater -than 3:1 per Std. 7 i Install Silt Fence, -or Filter Sock as necessary according to Still �7-4 and 7-5 1 I` Notice'rx and',ie rairts_Isl�pnor to start of construction. m seat the �1�f qoy.' Do not Flush bulb I sediments with water.L ;EF STb SPEC SEC 7r1 I�itA1�1L V-LW/�&0 L-V rl �EDI�IENTLCONTROL M�ASUR�5 +IYI �Ol I�BND 1LACRE)"g� NOT FOR PRICING NOT FOR CONSTRUCTION FOR REVIEW ONLY 0 V I NO. I REVISION DESCRIPTION: I BY: I DATE: W 0 000 _`" E � Qo V >2Y�i� o �mo 0 cc t/f U' O O Z 0 a Q�o m; £ r- IV N O G E 2 mNN I: 1, � p H Z W �0Wa O W Lxua U>Ho LU o z Ci ZD rxz O��°° aW —a A/ W � 30 � Z W W 11�C LU Z W Z 0 Q W J CL H J � Z O� Q � Z Z 00 V) U O W DRAWN BY: NI DESIGNED BY: DSK PM REVIEW: SDR QA/QC REVIEW: DSK DATE: 05/13/2025 SEAL: LuS'UN�����G 41� �•2�G\ST EA. R�o :No. PE 19900163i _ STATE OF �i�����' .AND I A\NP;•��J`�� SIGNATURE: DATE: V 05/13/2025 SCALE: III =20' ACI JOB # 24-1420 SHEET NO. C7.0 EXHIBIT B ENGINEER'S ESTIMATE ZMABONMARCHE Engineering • Architecture • Land Surveying St. Joseph County/South Bend Marion Court Residential Development Marion Right of Way Construction Estimate May 15, 2025 Right of Way Work Description Quantity Unit Unit Price Cost 1. Common Excavation 130 CYD $20.00 $2,600 2. Tree, Remove 4 EA $1,500.00 $6,000 3. 4" Concrete Sidewalk 100 SYD $65.00 $6,500 4. Concrete Curb, Remove 35 LFT $15.00 $525 5. 8" Concrete Drive Approach 30 SYD $120.00 $3,600 5. Compacted Aggregate, No. 53 20 TON $40.00 $800 6. HMA Surface, 165 Ib/syd 3 TON $110.00 $330 7. HMA Intermediate, 275 Ib/syd 4 TON $105.00 $420 8. HMA Base, 440 Ib/syd 7 TON $90.00 $630 9. Concrete Curb 35 LFT $40.00 $1,400 10. Mulched Seeding, Type U 300 SYD $3.00 $900 11. Sanitary Sewer Manhole, 48" 1 EA $5,500.00 $5,500 12. Sanitary Sewer Pipe, 8" 165 LFT $55.00 $9,075 13. Connect to Structure 2 EA $1,000.00 $2,000 14. 8' DIP Water Main 28 LFT $130.00 $3,640 15. Tapping Sleeve and Valve, 8" x 16" 1 EA $12,000.00 $12,000 Total: $55,920 Bond Amount 125% of Total TOTAL: $70,000 Page 1 of 1 = W. MARION S�. _ :■ABONMARCHE 315 W. Jefferson Blvd. Scuth Rend Benton Harbor South Bend, IN 46601 Gasion Grand Haven T574.232.8700 Valparaiso Grand Rapids F 574.251.4440 Hobar Kalamazoo abonmarche.com Ft. Wayne Lafayette Engineering -Architecture •LandSurveying w I Water Main: Public « « Sanitary Sewer: Public « << Sanitary Sewer: Private <— Storm Sewer: Private UG Drainage: Private EXHIBIT C PERFORMANCE BOND SUBDIVISION BOND Bond No.:_ LICX1985805 Principal Amount: $70,000.00 KNOW ALL MEN BY THESE PRESENTS, that we Green Development Ventures, LLC 2186 E. Centre Street Portage, MI 49002 as Principal, and Lexon Insurance Company _ 12890 Lebanon Road Mt. Juliet, TN 37122 a TX Corporation, as Surety, are held and firmly bound unto City of South Bend , 227 West Jefferson Blvd. South Bend IN 46601 as Obligee, in the penal sum of Seventy Thousand Dollars and 001100 (Dollars) ($ 70,000.00 }, lawful money of the United States of America, for the payment of which well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Green Development Ventures LLC has agreed to construct in Marion Court Subdivision, in South Bend, IN the following improvements: Installation of Public Sanitary Sewer and Watermain. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal small construct, or have constructed, the improvements herein described, and shall save the Obligee harmless from any loss, cost or damage by reason of its failure to complete said work, then this obligation shall be null and void, otherwise to remain in full farce and effect, and the Surety, upon receipt of a resolution of the Obligee indicating that the improvements have not been installed or completed, will complete the improvements or pay to the Obligee such amount up to the Principal amount of this bond which will allow the Obligee to complete the improvements. Upon approval by the Obligee, this instrument may be proportionately reduced as the public improvements are completed. Signed, sealed and dated, this 27th day of May , 2025 Green Development Ventures, LLC Principal Lexon Insurance Company k°� Surety N Q 1_ A CH 1�• r ley 1 � Jam I. Moore Attome-y-in-Fact SOMPO INTERNATIONAL POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation ( EAC'). Endurance American Insurance Company, a Delaware corporation ("EAIC"), Lexon Insurance Company, a Texas corporation ("L[C"), andlof Bond Safeguard Insurance Company, a South Dakota corporation ("BSIC'), each, a "Company" and collectively, "Sompo Internationaf,' do hereby constitute and appoint- James I. Moore as true and lawful Altorney(s)-In-Fact to make, execute, seal, and deliver for, and on its behalf as surety or co -surety; bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of One Hundred Million Dollars ($100,000,000.00). Bond No-: LICX1985805 Principal:Green Development Ventures, LLC Obligee: City of South Bend Such bonds and undertakings for said purposes, when duty executed by said allorney(s)-in-fact, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary. This appointment is made under and by authority of certain resolutions adopted by the board of directors of each Company by unanimous writlen consent effecltve the 30� day of March, 2023 for BSIC and LIC and the ITh day of May, 2023 for EAC and EAIC, a copy of which appears below under the heading entitled "Certificate". This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the board of directors of each Company by unanimous written consent effective the 30t° day of March, 2023 for BSIC and LIC and the 17" day of May, 2023 for EAC and EAIC and said resolution has not since been revoked, amended or repealed RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF, cacti Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 25th day of May, 2023 Endurance Assurance Corporatio By: to Richard Appel- ti $1rR S8 $enr nsel :'T5PO ��6N o . fti' 2002 Nk. i Endurance American In;ure .eM Rl and �L/•e h,S Wj4 i�il aPR-,c.on rrrs pa ' cwi: SEAL ; n l ". 1996 ;01 Dpjwom ACKNOWLEDGEMENT LeX— Inur—A f:eunrurnv fiy:i Ric rd I Bond Safeguard INSU w. DAKOTA �j MURANCE y'. COMPANY .'A On this 25th day of May, 2023, boforo me, personally camo tho abovo signatorios known to mo, who being duty swom, did doposo and say that he/ N W4olVcor of oach of the Companies; and that he executed Said Instrument on behalf of each Company by authority of his otfK under thTbyof eachCompaAmy Ayw, Noc My CommisW Ecxi,p�`ir�e��s� TW27 CERTIFICATE '+,. "zta E;"A ; "0, 1� 1,, 11 I, the undersigned Officer of each Company, DO HEREBY CERTIFY that: 1. That the original power of attorney of which the foregoing is a copy was duty executed on behalf of each Company and has not since been revoked amended or modified, that the undersigned has compared the foregoing copy thereof with the original power of allomey, and that the same is a true and correct copy of the original power of attorney and of the whole thereof, 2. The following are resolutions which were adopted by the board of directors of each Company by unanimous written consent effective 300 day of March, 2023 for BSIC and LIC and the 17� day of May, 2023 for EAC and EAIC and said resolutions have not since been revoked, amended or modified "RESOLVED, that each of the individuals named below is authorized to make, execute, seal and deliver for and on behalf of the Company any and all bonds, undertakings or obligations in surety or co -surety with others: RICHARD M. APPEL, MATTHEW E. CURRAN, MARGARET HYLAND, SHARON L. SIMS, CHRISTOPHER L. SPARRO, and be it further RESOLVED, that each of the individuals named above is authorized to appoint atiomeys-in-fact for the purpose of making, executing, sealing and delivering bonds, undertakings or obligations in surety or co -surety for and on behalf of the Company." 3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 27th day of May , 2o25 By: Danie S fie, retary NOTICE: U. S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL (QFAC) No coverage is provided by this Notice not can it be construed to replace any provisions of any surety bond or other surety coverage provided Ttiis Notice provides information concerning possible Impact on your surety coverage due to directives issued by QFAC. Please read this Notice carefully. The Office or Foreign Assets Control (QFAC) administers and enforces sanctions policy, based on Presidential declarations of "national emergency'. QFAC has identified and listed numerous foreign agents, front organizations, terrorists. terronst organizations, and narcotics traffickers as *Specialty Designated Nationals and Blocked Persons*, This list can be located on the United States Treasury's wensile - https'LPAMM_treasury oov!resource-centerlsanclionslSDN-List. In accordance with QFAC regulations, If it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Specially Designated National and Blocked Person, as identified by QFAC, any coverage will be considered a blocked or frozen contract and all provisions of any coverage provided are immediately subject to QFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made without authorization from QFAC. Other limitations on the premiums and payments may also apply. Any reproductions are vold. Surety Claims Submission: LexonClaimAdministrationosompo-Intl.com Telephone: 615.553-9500 Mailing Address: Sompo international; 12890 Lebanon Road; Mount Juliet. TN 37122-2870 STATE OF ILLINOIS ) COUNTY OF DU PAGE} On May 27, 2025, before me, Diane M. Rubright, a Notary Public in and for said County and State, duly commissioned and sworn, personally appeared, James I. Moore, known to me to be Attorney -in -Fact of Lexon Insurance Company, the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument on behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. My Commission Expires March 23, 2027 Diane M. Rubright, Notary Public Commission No. 817036 OFFICIAL SEAL OIANE M RUBRIC14T NOTARY PUBLIC, STATE OF ILLINOIS My Commission Expires 3123127 EXHIBIT D SYSTEM DEVELOPMENT CHARGE EXHIBIT E CERTIFICATE OF INSURANCE / A� " CERTIFICATE OF LIABILITY INSURANCE DATE (M M/DD/YYYY) 05/21 /2025 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT DeBREE & ASSOCIATES NAME: Degree &Associates Insurance Agency, LLC (269) 968-8333 AIXC, (269) 968-9058 aCC Ext : No): E-MAIL 141 W Territorial Road ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Cincinnati Ins. Co. 10677 Battle Creek MI 49015 INSURED INSURERB: CINCINNATI CAS. CO. 28665 INSURER C : Green Development Ventures, LLC INSURER D : Allen Edwin Co. INSURER E : 2186 E. Centre Street INSURER F : Portage MI 49002 COVERAGES CERTIFICATE NUMBER: CL20102007899 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCEADDLSUBR INSD WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE �X OCCUR DAMAGE TO PREM SES Ea oRENTED cE ante $ 100,000 MED EXP (Any one person) $ 10,000 PERSONAL &ADV INJURY $ 1,000,000 A Y EPP0521044 12/01/2024 12/01/2026 GEN-LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 X JECT LOC PRODUCTS-COMP/OPAGG $POLICY❑PRO 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X BODILY INJURY (Per person) $ ANYAUTO A OWNED SCHEDULED AUTOS ONLY AUTOS EBA0052690 12/01/2024 12/01/2025 BODILY INJURY (Per accident) $ X PROPERTYDAMAGE Per accident $ 1,000,000 HIRED NON -OWNED AUTOS ONLY /� AUTOS ONLY X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 A EXCESS LAB CLAIMS -MADE EPP0521044 12/01/2024 12/01/2026 DED I X1 RETENTION $ 0 $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? El (Mandatory in NH) NIA EWCO299326 12/01/2024 12/01/2025 X STATUTE ERH E.L. EACH ACCIDENT 500,000 $ E.L. DISEASE - EA EMPLOYEE $ 500,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 500,000 $ Builders Risk PER LOCATION 500,000 A ENP0299360 12/01/2024 12/01/2026 DEDUCTIBLE 10,000 LIMIT 12,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) The certificate holder is listed as an additional insured with regards to the general liability. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of South Bend ACCORDANCE WITH THE POLICY PROVISIONS. 227 W. Jefferson Blvd. AUTHORIZED REPRESENTATIVE Ste.1316 South Bend IN 46601 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date: 6/2/2025 Name: Gemma Stanton Department of Public Works — Engineering Division BPW Date: 6/10/2025 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: Water and sewer ❑ Ease./Encroach Information Company or Vendor Name SDI South Bend, LLC ❑ Yes❑ If Yes, Approved by Purchasing New Vendor ❑ No MB❑ MBE/WBE Contractor ❑ E Completed E-Verify Form Attached ❑ Nos Project Name Marion Court Subdivision Project Number DP24-063 Funding Source Account No. Amount Terms of Contract Special Contract Provisions Purpose/Description Agreement to construct water and sewer main at Marion St & Leland Ave For Change Orders Only Amount of ❑ Increase $ ❑ Decrease ($ ) Previous Amount $ Increase % Current Percent of Change: Decrease ( %) New Amount $ Increase % Total Percent of Change: Decrease ( %) Time Extension Amount: New Completion Date: