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HomeMy WebLinkAboutWater Main Line Service Agreement DP24-020 - Sherman Partners SB LLC1316 COUNTY -CITY BUILDING 227 W. JEFFERSON BOULEVARD SOUTH BEND, INDIANA 46601-1830 PHONE 574/235-9251 FAx 574/235-9171 CITY OF SOUTH BEND TAMES MUELLER, MAYOR BOARD OF PUBLIC WORKS May 27, 2025 Mr. Charles Vaughn Sherman Partners SB, LLC 209 291h Avenue North, Suite 150 Nashville, TN 37203 cvaughngcherryandassoc. com RE: Water Main Line Service Agreement Dear Mr. Vaughn: At its May 27, 2025 meeting, the Board of Public Works approved the above referenced agreement for the construction of a water main extension along Michigan St. South of Angela Blvd. Enclosed please find the original of the agreement for your signature. Please sign and return the agreement to hhorvathksouthbendin.gov. 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 WATER MAINLINE SERVICE AGREEMENT This Water M a i n 1 i n e Service Agreement ("Agreement") is made on the 27th day of May, 2025 by and between the Sherman Partners SB, LLC ("Owner") with an address of 209 291h Avenue North, Suite 150, Nashville, TN 37203 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 plans to extend public water main and build private sewer main to develop 0.68 of acres located at the SW corner of Michigan Street and Angela Boulevard for a Residential Subdivision that includes 7 lots with up to 8 dwellings. WHEREAS, Owner plans to extend and make additions to the City's existing water main line 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 Owner agrees to notify in the property recordation and for the benefit of the future property owners of Lots 1-7 in this development that the sanitary and storm sewer system servicing the respective Lots 1-7 is privately owned and maintained and that the City has no ongoing obligations to maintain, fix or replace such sanitary and storm sewer system infrastructure; 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 follows: 1. Recitals 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 a 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 may include but not limited to: hydrostatic testing, bacteria testing, hydrant flow tests, 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, 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 and incorporated herein. 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 10 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 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 Final Dedication 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 all tests required by City of South Bend Construction Standards and Specifications or other governing bodies. Owner must provide fire flow test data on new hydrants. f. 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: / / southbendin.gov/wp-content/uploads /2020/05/Prevailing-Supplemental- Specifications.pdf Owner's failure to comply with this Section shall be a material breach of this Agreement. 10. System Development Charges It is understood amongst the parties that this development has been deemed a residential infill development and therefore, is not subject to System Development Charges as defined under South Bend Municipal Ordinance Section 17-80. 11. 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. 42.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. 13. 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. 14. 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. 15. 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. 16. 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. 17. 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. 48. Time Time is of the essence of this Agreement. 19. 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. 20. 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: CITY OF SOUTH BEND, INDIANA BOARD OF PUBLIC WORKS Elizabeth A. Maradik, President Joseph R. Molnar, Vice President Gary A. Gilot, Member Briana Micou, Member Murray L. Miller, Member ATTEST: Theresa M. Heffner, Clerk Date: May 27, 2025 EXHIBIT A DEDICATED IMPROVEMENTS SEE ATTACHED PLANS PRO J ECT: 0 SEWER WATER TRAFF C S T R E E T El n = ER uT- MICHIGAN STREET AND ANGELA BOULEVARD MINOR SUBDIVISION 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 Briana Micou, Member Attest: Theresa M. Heffner, Clerk Date: Mav 27. 2025 STANDARD DRAWINGS STANDARD DRAWINGS NOT INCLUDED IN PLAN DETAILS 2-28 Residential Sidewalk 2-39 Sidewalk Curb Ramp, Type C 5-1 Tapping Requirements E 805—SGLI Traffic Signal Loop Installation :■ABONMARCHE CITY OF SOUTH BEND, INDIANA, PREVAILING SPECIFICATIONS LATEST EDITION,315 W. suhBend,rIN4Blvd. enton 6601 Ft. Waynerbor SouthgBend T 574.232.8700 Goshen South TO BE USED WITH THESE PLANS. F 574.251.44440 Hobart Valpa aaiso n abonmarche.com Lafayette COPYRIGHT 2024- ABONMARCHE CONSULTANTS, INC. Engineering' Architecture' Land Surveying RECOMMENDED BY CITY STAFF KARA BOYLE , Ph.D., P.E. JACOB KLOSINSKI, P.E. DATE 5/23/2025 CITY ENGINEER ASSISTANT CITY ENGINEER 5/14/2025 KEN SMITH, P.E. WATER WORKS /l Z_a�6v- 5/14/2025 K E LUDLOW CONSTRUCTION 1 2 3 4-6 7 8 9 10 11-13 14-15 PLANS PREPARED FOR: City of South Bend County —City Building, Suite 1400 S., 227 West Jefferson Boulevard South Bend, Indiana 46601 TABLE OF CONTENTS Cover Sheet Subdivision Plat Site Plan Sheet Maintenance of Traffic Plan Grading Plan Water Main Plan Storm and Sanitary Plan Erosion Control Plan Detail Sheets ADS Details 07-01-2024 ROGER T. NAWROT DATE PROFESSIONAL ENGINEER NO. 60016991 T H N�••.rrfrrr �L��c STL�R 0 No. 60016991 4 = STATE OF rrrrrisS/DNAL MICHIGAN AND ANGELA MINOR SUBDIVISION PART OF LOT 28, LOT 29, AND LOT 30 OF REVISED PLAT OF LEEPER'S 2ND ADDITION, PLAT BOOK 14, PAGE 21 AND PART OF LOT 23, LOT 24, AND LOT 25 OF LEEPER'S 2ND ADDITION, PLAT BOOK 11, PAGE 153 AND THE VACATED ALLEY BETWEEN SAID LOTS, BEING SITUATED IN THE NORHWEST QUARTER OF SECTION 1, TOWNSHIP 37 NORTH, RANGE 2 EAST, CITY OF SOUTH BEND, PORTAGE TOWNSHIP, ST. JOSEPH COUNTY INDIANA FIR 1 1 S89'17'25 "E 149.29'(m) LOT 1 LINDBORG'S ANGELA BOULEVARD MINOR SUBDIVISION INST #0254846 4 JESSICA, LLC INST. #1633039 N89'03'32"E(m) 86.58'(m) 86.85'(r) FIR N8831 '59 "W(m) 205.14'(m) GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. PART OF LOT 28 LEEPER'S SECOND ADDITION, REVISED P.B. 14 PG 21 PART OF LOT 26 LEEPER'S SECOND ADDITION P.B. 11 PG 153 South Bend Bike Garage IN Angela Blvd µEgANGELA BOULEVARD E Angela Blvd E Angela Blvd E Angela Blvd n. z 2 t d5 N Michigan w The Maoist Gypsy ith Bend. IN... _ z a � A — A a w P KST POKAGON STREET Comfwl EPokagon St EPokagon St ompanion Choice cn stem. PI SITEHdlcrest Aparfm ,� Parko� �_,; Park wa St P—hy St y PeaShway Parkova hpe ' � 2 T' \ ar9n CelebratedEvents 9 _ m WEST ANGELA BOULEVARD (80' R/W) ' Na aleon St Tontl8r Go'gle z P LOCATION MAP " U .0.6 NOT TO SCALE wSE N89'30'11 "E 118.67' FCI FPP I LEGEND - B — Lot 7 0FIP FOUND IRON PIPE 5,154 SF_ aFIPP FOUND IRON PINCH PIPE � LU I L�i DO FCI � FOUND CAPPED IRON — LEEPER'S SECOND LOT ADDITION, REVISED LEEPER'S 30 Kj SECOND FIR FOUND IRON REBAR 54.74 P.B. 14 PG 21 ADDITION, REVISED — P.B. 14 PG 21 .FCI FOUND REBAR W/ YELLOW CAP "ABONMARCHE FIRM #0050" osCI SET REBAR W/ YELLOW CAP "ABONMARCHE FIRM #0050" S89'50'29"W n o0 118.52' sCI OA INGRESS AND EGRESS EASEMENT SO � OB NON -ACCESS EASEMENT I^ L J LO z 25.47' Lot 6 STREET CLASSIFICATION Lri W) 29.0' 4,146 SF± o MICHIGAN STREET (105' R/W) . . . . . . PRINCIPAL ARTERIAL ANGELA BOULEVARD (80' R/W) . . . . . . MINOR ARTERIAL scl S89 50'29"W 118.39' SO LU LU POKAGON STREET (60' R/W) . . . . . . LOCAL Z A a 00 •L Lot 5 0 NOTES rLrj 4,141 SF.± � U_ 1. AREA OF SUBDIVISION: 0.69 ACRES± = 2. ENGINEERING REPORT: ALL LOTS SHALL BE SERVICED BY CITY OF scI S89'50'29"W 118.26' scI SOUTH BEND MUNICIPAL SANITARY SEWER AND WATER. Z00 3. ACCORDING TO THE 1987 U.S. DEPARTMENT OF THE INTERIOR, N LO CN FISH AND WILDLIFE SERVICE, INVENTORY MAPS, THERE ARE NO VAC. RES. #3019 WETLANDS LOCATED ON THE SUBJECT PROPERTIES. 3 o (VACATED ALLEY) Lot 4 MISC.BK 184 PG 280 p O u o0 Sri r� 4,137 SF.± �i "� =' 4. THERE ARE NO ENCROACHMENTS OF EXISTING PERMANENT I N STRUCTURES UPON LOT LINES, BUILDING SETBACKS, OR 0EASEMENTS CREATED IN THE PLATTING OF THIS SUBDIVISION. sCI I S89'50'29"W 118.13' sCI 5. BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE CITY OF SOUTH BEND ZONING ORDINANCE. 6. ALL NEW LOT CORNERS AND COMMON LOT CORNERS WITHOUT o I t L O 3 o o FOUND MONUMENTS WILL BE MARKED WITH 5/8 INCH DIAMETER o REBAR ROD, 24 INCHES IN LENGTH, CAPPED WITH A PLASTIC, 4,132 SF.± YELLOW MARKER STAMPED "ABONMARCHE FIRM #0050", UNLESS INDICATED OTHERWISE. SO S8950'29"W 118.00' SO 7. THE BOUNDARY SURVEY OF THE PARENT PARCEL IS RECORDED UNDER INSTRUMENT NUMBE 2024-07775 IN THE OFFICE OF THE ST. JOSEPH COUNTY RECORDER. EXISTING MONUMENTS ARE SHOWN ON SAID SURVEY. o Lot 2 0 8. ACCORDING TO THE 1999 ST. JOSEPH COUNTY POTENTIAL r` ri 4,128 SF.± r` GROUNDWATER CONTAMINATION SITES MAP PUBLISHED BY THE I MICHIANA AREA COUNCIL OF GOVERNMENTS, NO DOCUMENTED DUMPSITES, LANDFILLS, SITES USED FOR DISPOSING OF S8950'29"W 117.87' HAZARDOUS SUBSTANCES, OR WELL HEAD PROTECTION AREAS scl scl EXIST ON -SITE OR ADJACENT TO THE SITE. 9. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY PART OF (FEMA) FEDERAL INSURANCE RATE MAP (FIRM) INDEX PANEL NO. p Lot 1 LOT 23 0 ows 18141 C0184D, WITH AN EFFECTIVE DATE OF JANUARY 6, 2011, THE o LEEPER'S SECON[ LO SUBJECT PARCEL IS IN ZONE "X" AREAS DETERMINED TO BE 29.0' 4,123 SF.± P.BA ON 11 PG 15, OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN (SPECIAL FLOOD HAZARD AREA). FIR JFPP 10. HOA WILL PROVIDE MAINTENANCE RESPONSIBILITY FOR THE S8950'29"W 117.75' STORMWATER STORAGE AND 8" PRIVATE SANITARY LINE. W WEST POKAGON STREET (60' R/W) o °Q N O O N89'49'51 "W(m) 125.64'(m) iFC1 —FIR LU N O N ti m 0 2 1Q Q N Vo C Q °' Qo000N a�i000° a' m [L r) w O CIO z Z 0 U Q m 'o , m N (D CV 0 m N N E o 1 . O u) LO 4 u U ►I DRAWN BY: HPM FIELDBOOK: RBS #18, PG. 27 PM REVIEW: CG QA/QC REVIEW: MJR DATE: 07/08/2024 SEAL: 1111////z�' �. ,,,,1 I 1„, \STEREO ��G W * _ LS29700002 CN STATE OF Z HARD COPY IS INTENDED TO BE 24" X 36' WHEN PLOTTED. SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT 1 BE ACCURATE FOR ANY OTHER SIZES SCALE: HORZ: 1"=20' • V VERT: W ACI JOB # 24-0068 SHEET NO. 2 of 15 Saw Cut and R, Existinc Existin( Asphal Pavemen Existing Concrete Pavement Existing Cc Curb and Exi Pave, � I \ I \ \ /Existing Curb, \ Remove \ > / » << << Adjust Existing i Curb Box to I Grade I I II I Ir S I \\ A/ 81 81 \ II / F c 1AM I - \ \ �/ Oc / I \ ::E- xisting Pavement, I \ 83 F emove O 1 \� I O tjI I LOT 1 LOT 2 I I LOT 3 o I 0- I \ I / i 1 Els ing Pavement, � W1 Remove LI/ W1 u \ I II F ' 81 \ I W1 I�Existin2 � 81 /' � IR � 1 7 0 E4 Aggregate No. 53 NOTES 1. All curb to be constructed of class "A" concrete. 2. Control joints to be placed every 10'. 3. Expansion joints to be placed every 80' or as specified on construction drawings. SECTION A -A SCALE. 318" = 1'-0" _-M-chigon St. - Stye Rood 933 ' No. 4 Bar (tm.) e III � II Existing SAN Sewer II Pipe, -Abandoned - - --� I 81 26 I I I S1 Exis#ing P v e t, m Reove cn S1 N 4 LOT 5 c 99 W1 /( 71 -- o - -- -- -- - -- -- - A 2s 0 12" High -Early Strength Concrete Pavement Patch --- o F_ o w co 0 2 _ N O 11 �/ Existing R W 4. 0' Michigan Street Existing R/W 4. 0' 165 Ibs/syd HMA It Surface, Type B f No. 4 Bar, 18" 3.5 Existing Concrete PCCP for Patching Pavement, 7"f 10" or Match Bottom of Existing Concrete No. 4 Bar, 18" Type 4 Removable Flowable Fill PAVEMENT PATCH DETAIL SCALE. 112" = 1'-0" 9 0 T 8. 38 T V Pavement Patching to Existing Joint V V Clay Sewer Abandonment 1. Pipe designated to be removed shall be clear of all debris prior to commencement of work. 2. Contractor shall remove buried abandoned sanitary sewer pipe within property lines. J. Contractor shall construct concrete bulkheads which extend 3' into the remaining pipe along the east and west property lines and shall be the full diameter of the existing pipe in order to completely plug the pipe. 4. Contractor shall remove manhole located within Michigan Street to 3' below grade and construct a 3' concrete bulkhead to plug existing pipe. 5. Contractor shall break the base of the manhole in a manner that prevents entrapment of water. 6. Contractor shall backfill manhole with Type 5 structural fill and patch according to listed Collector Street specifications. 7. Concrete shall be Class A in accordance with INDOT 702.02. 8. Contractor shall fill pipe at east property line to manhole with non -removable Plowable fill in accordance with INDOT 213.07. SITE PLAN CONSTRUCTION NOTES 1. Contractor shall obtain and comply with all required local, state and federal permits. Contractor shall comply with the IDEM Construction/Land Disturbance permit that will be obtained by the Owner. 2. Contractor shall request existing utility location from Indiana 811 prior to commencing construction. J. Damage to public and private property shall be repaired to equal or better condition at no additional cost to the Owner. 4. No streets shall be closed or restricted without prior approval from the local municipality. See City standards. 5. Contractor shall protect the work and the safety of the public and shall provide, erect and maintain barricades, signals, signs and other traffic control devices in accordance with the Indiana Manual on Uniform Traffic Control Devices. 6. Contractor shall follow the current Indiana Department of Transportation Standard Specifications" for pavement materials and installation procedures. 7. Contractor shall construct sidewalks, ramps, parking spaces and ADA accessible areas in accordance with the current ADA standards. 8. Sign designations shall comply with the Indiana Department of Transportation 'Indiana Manual on Uniform Traffic Control Devices" (IMUTCD). 9. Curb radii noted are dimensioned along the face of curb. 10. Contractor shall bring Drawing discrepancies and conflicts to the attention of the Engineer as soon as they are noticed, for clarifications and revisions as necessary. 11. Contractor shall prepare Record Drawings with field locations and elevations upon completion of the work for submittal to the Engineer. 12. All pavement removal areas to be saw cut prior to pavement removals. 13. All pavement patches will be to an existing longitudinal joint or all the way across the road. 14. Contractor shall coordinate with INDOT for permits in state Right Of Way. 15. Contractor shall coordinate with ROW Permits Office for city Right Of Way occupancy, excavation, and utility verification. r \ ct co LJ Legend. CO PCCP for Approaches, 6" on 6" Compacted Aggregate, No. 53 OF Concrete Sidewalk, 4" 0 Tree Lawn OS Sanitary Sewer Sl Sanitary Sewer Service, 6" S2 Sanitary Manhole sT Storm Sewer Manhole OT Traffic Loop ®D ADS Storm System OWater Main, 8" wl Water Service, 1" With Curb stop & Box 13 Concrete Curb, 6" 15 Combined Curb and Gutter 28 Sodding 38 6 in. Solid White Thermoplastic Transverse Marking 74 Utility Pole, Relocate (by others) 81 Tree, Remove - Trees remain until construction of home on Lot 1 83 Existing Concrete Driveway, Remove 99 Existing 140' Clay Structure/Pipe, Remove at edges of property ® Concrete Curb Ramp I Concrete Sidewalk, Remove 0 Pavement Patch, for Local Street, (See Detail Sheet 11) -165#/SYS HMA Surf., Type B -275#/SYS HMA Int., Type B -440#/SYS HMA Base, Type B -6" of Subgrode No. 53 Pavement Patch, for Collector Street (See Detail Sheet 11) -165#/SYS HMA Surf., Type B -385#/SYS HMA Base, Type B -7" PCCP For Patching 1-7 Detectable Warning Surface L_.-J SURVEY FEATURES LEGEND cBEJ O cB Drainage Structure we Water Valve MHO Manhole LP0 Light Pole PP0 Power Pole TLPO Telephone Pole m HH Hand Hole Wire Fence Storm Sewer Sanitary Sewer -w- Water Main -E- Buried Electric Fiber -750- Contour GENERAL NOTES Current Zoning: St. Joseph County "UF" Urban Flex 1. Existing Land Use: Vacant Proposed Land Use: Single Family Home Residen tial 2. Setbacks in accordance St. Joseph County "UF" Industrial Ordinance. 3. The building will be serviced by City of South Bend municipal water and sewer. 4. Landscaping, lighting & signage will be in accordance with St. Joseph County "UF" Urban Flex unless the proper variances are obtained. 5. Storm water will be collected and managed on -site. SCALE: 1" = 20' 0 10 20 40 o 0) WID T�}} Q ° 7 5 �o �o> 0 VU 71 1= 03 a� mc�cD= w Z 0 Z 2 0 U m� o Q °zoo c v (VC' LO C E o 1. o���° CJ N H LL 0 o U n i J � J H J ` J LU W N V oC v Z O W Q J Z� W > Q Q 0 Z V) Z Q Z H Q � W 00 v' V ULU C Z O W CL Z Q J CL W H H w F_ LU w DRAWN BY: MSS DESIGNED BY: MSS PM REVIEW: RTN QA/QC REVIEW: RTN DATE: 4/6/2023 SEAL ER TJV rY 1'I. 60016991 i � STATE OF JD-- 0 N A L SIGNATURE: DATE: 07-01-2024 SCALE: H O R Z: 1 "=20' VERT: ACI JOB # 24-0068 SHEET NO. 3 of 15 Existing Speed Limit Sign 35 MPH I I f ttl ROAD CONSTRUCTIO l AHEAD l 1 XW20-1 , 1 I I I I 1 END CONSTRUCTION XG20-2 u 13' 4 Existing Lane -... Broken, White 13' I � \— — — — — — - ---------------------------------- —— — — — — — — — — — — — — — — ------------_____- Angela Boulevard — g Existin Lane L 17 \ \ 1 \\ \ I11 \ 1 01 - \ \ 1 \ 1 1 \ --- --------------- \ — — — — —Pokagon Street — — — — — — — — — — — — --- it \ I \ \ 1 I \ 1 \ R3-2 ROAD STRUCTIO AHEAD /r II II II II II II II II II I�II� II II II II XW20-1 II l II END CONSTRUCTION " II XG20-2 A Angela Boulevard Broken, White ------�------------- 0 I I I ' 1 Existing Speed Limit Sign R3-2 1 I 30 MPH I Ch onn el izin g dellIvice, 1 30' maximum spocing gong tangents, 30' r6xit um spacing along to ers I I11 I l 1 I � 2 �I Q �l IJ II II N it ,I I N R3-2 Advanced Warning) Board Type Ai I l I I l l I W4-2 cwn RIGHT LANE CLOSE v AHEAD XW20-5 Southbound Traffic 11 Northbound Traffic 13' 2' 14' 2' Work Area 7 — — — — — — — — — — — — � t ±12' \ \ ±13' ±13' )e Line, Section A —A Existing Lane Line, Existing Lane Line, Solid, Double Yellow Scale: 1» = 5' Solid, White Broken, White Southbound Traffic y L ne Solid, Double Yellow Le4end Em 11 Advanced / Warning Board Type A Board Type C Arrow Direction of Traffic C A 1 U-r Northbound Traffic Work Area Sewer Manhole to g' be Abandoned —B Existing Lane Line, Existing Lane Line JGI, Elul 1 , Scale: 1 " = 5' Solid, White Broken, White Road Closure Sign Assembly w/ Type 111—B Barricade (8 Ift.) 0 and R11-4 and XM4-10 (L or R) Road Closure Sign Assembly w/ Type III—B Barricade (8 Ift) and R11-2 =1 Sign Barricade — Type III B Construction Area 0 / Channelizing Device NOTES All lanes open to traffic on federal holidays and Notre Dame Football home game weekends as Poll o ws: September 11-15, 2025 September 18-22, 2025 October 2-6, 2025 October 9-13, 2025 October 16-20, 2025 November 6-10, 2025 November 27-30, 2025 December 1, 2025 SCALE: 1" = 80' 0 40 80 160 Maintenance of Traffic Phase I shall include work associated with abandoning sewer manhole in the northbound lane of Michigan Street. During Phase I, the northbound lanes shall be merged into one lane and shifted to the existing 2—way left turn lane. Phase I shall be limited to a maximum of 10 calendar days. Contractor shall coordinate work with City of South Bend to avoid lane restrictions during time of local events. Northbound left turn lane at Angela Boulevard shall be closed. Northbound left turn detection shall be temporarily disabled. All signal work shall be done by an INDOT pre —qualified signal contractor and shall be coordinated with Juan Leyvo, P.E. (phone number 219-214-8002 or email jlevyo@indot.in.gov) W � 0 Ta :FQ t 0 0 6� °C°> V coLL0 Z O m >0 10 co 8 c 0 Q U Z L9 O (6 �mC')LO E N CV M N I 0 U Ica Q m�z v� W 0 ) zQd H W Q % 1— zm Q Q � CL z Ix 0 Q Z Z ix W V w �O tie CL U Q O W H z = Q CL W z Ca w G J w w DRAWN BY: MSS DESIGNED BY: MSS PM REVIEW: RTN QA/QC REVIEW: DATE: J U N E 2024 SEAL: T. 'Q0 No. 60016991 a = STATE OF i SIGNATURE: /7_117��_� DATE: 07-01-2024 SCALE: HORZ: 1 "=80' VERT: ACI JOB # 24-0068 SHEET NO. 4 of 15 ROAD ONSTRUCTI AHEAD . XW20-1 W4-2 ROAD CONSTRUCTIO AHEAD END CONSTRUCTION XW20-1 W4-2 XG20-2 —— — — — — — — — — — — Angela Boulevard --� r-----�-- ---�1 _-- \ I I _ 0- 1\ 1\ e I I 1 I e --�T -- 1 � 1 RIGHT \ \ `0\ \ 1 1 Ln ANE CLOSED �1 AHEAD 01 XW20-5 \ \ 1 1 1 1 \ \ 1 1 1 1 \\ 1� 1 Pokogon Street ------------- \\ \\ A III 1 \\ \\ II 1 \ I \ \ 11 \ �\ END \\ �\ CONSTRUCTION \ XG20-2 0 o-� I Existing Speed Limit Sign i 35 MPH ♦ I o � � RIGHT LANE CLOSE / I AHEAD / I END I I XW20-5 i CONSTRUCTION I i XG20-2 N I ' Channelizing device, 30' I I maximum spacing along tangents, 30' maximum Ispacing along tapers I I I I Advanced Warning Existing Lone Li,.-, Solid, White Are �— Board Type A ROAD CONSTRUCTIO — — — — — — — AHEAD � ± 1.3 Existing Speed Limit Sign Existing Lane \ 30 MPH Broken, White XW20-1 Westbound Traffic ngelo Boulevard ---NI — — — — — — ----- END CONSTRUCTION R3-2 � Al ------- QI — — — — — — — a a� I R3-2 I I I I ROAD CONSTRUCTIO AHEAD XW20- p L/\IJ III II.A Ll.l, ,lam Lir-, Solid, Double Yellow XG20-2 Southbound Traffic 13, y le Solid, Double Yellow Le4end Eastbound Traffic Section C—C Scale: 1 " = 5' A� T 12' '1 Scale: 1 " = 5' ROAD ROAD CLOSED TO CLOSED THRU TRAFFIC R11-2 R11-4 END DETOUR ROAD WORK XG20-2 XM4-10 (R or L) O O DETOUR DETOUR MCNM St["Icticim St XM4-8 XM4-8 D3-1 D3-1 M5-1(R or L) M6-1(R or L) ±1 Existing L -,,- Solid, White Northbound Traffic 13, Solid, White Advanced / Warning Board Type A Board Type C Arrow Q END DETOUR "aigm St XM4-6 XM4-8 D3-1 Direction of Traffic Road Closure Sign Assembly w/ Type III—B Barricade (8 Ift.) 0 and R11-2 and XM4-10 (L or R) a Road Closure Sign Assembly w/ Type III—B Barricade (8 Ift) and R11-4 Sign Barricade — Type III B Construction Zone 0 / Channelizing Device NOTES All lanes open to traffic on federal holidays and Notre Dame Football home game weekends as foil o ws: September 11-15, 2025 September 18-22, 2025 October 2-6, 2025 October 9-13, 2025 October 16-20, 2025 November 6-10, 2025 November 27-30 December 1, 2025 Maintenance of Traffic Phase II construction shall include all curb, sidewalk, and water main within the SR 933 and Angela Boulevard right of way. During Phase II, the eastbound left turn lane along Angela Boulevard and the southbound driving lane along SR 933 may be closed to traffic. The Angela Boulevard eastbound right turn lane shall be directed to share the eastbound thru lane. The SR 933 southbound thru lanes shall be restricted to one southbound lane. SR 933 northbound lanes shall remain unrestricted. Traffic restrictions during Phase II construction shall be limited to 45 calendar days. Contractor shall coordinate work with City of South Bend to avoid lane restrictions during time of local events. Area ±12' "., in Lone Line, Solid, White 13' u Lane Line, Broken, White SCALE: 1' = 80' 0 40 80 160 C > o � c > m=2 W C) mz Q _ >� �0>� a0 o o> VU 03� �- CO .o 0 0) w Z z z O Z H Z m m� C 0 0 w I Q oZoo � m 0 U N C� m g >� � N 4 11 11 Q Um -ia m cn LU Z 0 ad Z N W a > j3 m � aa� H � Z t% a Z Z �rrann� W V _ c= V w LU 0 oof a LL- O _ W W H = Z aCL Z I- Z Ca w G w Uj DRAWN BY: MSS DESIGNED BY: MSS PM REVIEW: RTN QA/QC REVIEW: DATE: J U N E 2024 SEAL T. �4;�i��i �a a► /No. 60016991 ti STATE OF 4 OL i .c�"a l'v SIGNATURE: DATE: 07-01-2024 SCALE: HORZ: 1 "=200' VERT: ACI JOB # 24-0068 SHEET NO. 5 of 15 M4-9b (R) M4- 9b (L) ---- - — — — — — — — — — Angela Boulevard �� ( C======�1 l 1 \ I 11 \ 11 R9-11 (L) 1 \ R9-9 1 1 �\ 1 II �111 = 1 1 \ 1 u' 11 1 \ \\�\ 1111 11 N111 D1 \ _\ 01 11 m 1 1 \\ \ 11 11 11 1 11 w 1 1 R9-11 (L) R9-9 \ 1 1 111 1 1 1 �L_____------� -- ------_-- --- \ Pokagon Street — — — — — — — — — — — — — — — ______ — -- _I. \\ \\ II 1 M4-9b (R) M4 9b (L) \ \ 11 \ I \ \ 11 I \ \ I / I rr/ l l �'Il 11 II II'i �I I,II ,I I i i I III R9-9 & I M4-9b (R) I M4-9b (L) l- M4- 9b (R) --- QI — — — — — — — a R9-9 & i ) l M4- 9b (L) _____ Angela Boulevard NOTES: During construction of Phase II, the existing sidewalks on the south side of Angela Boulevard and west side of SR 933 shall be be closed to pedestrian traffic. Pedestrians approaching from the south shall be directed to the west along Pokagon Street to E Bank Trail, north to Angela Boulevard, east along Angela Boulevard to SR 933. Pedestrians from the south shall be detoured along the same route, reversed. Type C construction warning lights shall be used with all barricades. Legend DETOUR 4=m 1 M4-9b (L or R) SIDEWALK CLOSED AHEAD CROSS HERE R9-11 (L or R) 3' Warning Light 8" min 32"-38" 8" min " max BARRICADE TYPE II W 0 Channelizing Device Construction Zone Direction of Traffic SIDEWALK CLOSED E 'C' WARNING LIGHT Flo-] Type II Barricade (4 Ift.) and R9-11(L or R) 12 Type II Barricade (4 Ift.) and R9-9 SCALE: 1" = 80' 0 40 80 160 U w O 2 CL O c °3: 2� co LL �o m10 E 0 Z U O N �mcco7 E �NCV E n pco0LoLo� F 1L a U m �Q Z v� 0 0 Z H W Q % ~ m a a � H CL H 1= ZtnO Qzz im V''Q^^ G W t' U If, u a� �0 H F-- LL W 00 Ua Z a � ZLU y W H 0 Z CL a DRAWN BY: MSS DESIGNED BY: MSS PM REVIEW: RTN QA/QC REVIEW: DATE: J U N E 2024 SEAL: T. N0. 60016991 a = STATE OF i 'ppi S ANAL SIGNATURE: /7-117��� DATE: 07-01-2024 SCALE: HORZ: 1 "=200' VERT: ACI JOB # 24-0068 SHEET NO. 6 of 15 / No / I / H/ A o I / r / IO N I \ I Str. N . 9 EX�A�N MH Rim724.81 G: 724.79 IE W=714.06 <<-m \ 8" li5 P: 725.36 I -727 P: 725.34 2 \� / I v �I / Storm Sewer MH 726- _ Storm Sewer MH 1 Str. No. 100 \ \ Str. No. 101 ®� Rim: 725.25 =- �- ---- / - - "' Sta: 100+61.17, .92' Lt. I Sto: 101+99.9 , 2 91' Lt. 491 LF ita y Sewer P: 725.45 / 8" IPVCI SD 21 0.40% P: 725.42 / 100 I P:725.18 P:724.94- IS nit r S wer H P: 72.9 4.3 24 8' PV S R 35 Sanitary S we Pi ® 0.407. y P:125.33 ( P:725.40 L I I S N . 10 P: 725.34 - P: 725.87 P: 726.21 P: 726.56 P: 726.91 P: 727.02 Rim• 7 5.14 P: 25.42 P:72727 8 IE 716.71 P:725.4 P:725.51 P:725.62 P:725.96 P:726.31 P:726.66 / , O P: 72 7.2 9 I 8" IE W 716.67 P: 725.36 ���72 P: 725.89 P: 726.23 NP: 726.57 P: 726.93 P: 726.23 - - - - - WA P: 726.93 cn P: 725.89 - - _ P: 726.57 - - P_72729 O 1 0 C I EG.725.06 � Cn I v�i U, rop se Service � a I o C co CL / APP XIMATE - APPROXIMATE � APPROXIMATE Fs Floor APPROXIMATE APPROXIMATE X ) / FF�r29 20 I First Floor First Floor First Floor �cp First Floorl W / I Ba ment AOXIMATE FF: 729.80 \/ FF: 729.60 FF: 730.00 FF: 730.20 I FF: 18.68 i First Floor I Basement Basement Basement Basement \ / / FF: 729.40 FF: 719.28 FF: 719.48 FF: 719.681 / Basement FF: 719.08 \ FF: 718.88 \) 1 nI �' / _ _- U I II - - r EP:726.00 \ I I W.• 726.89* < �W. 726.99* �2� / can C/) W can / 10+00 P: 726.61 W. 728.20 ? ' W. 728.54 W.' 728.27 W. 728.01 W. 727 85 W. 72 _ I .70-------------- - -- - --- - W. 72 7 \ I / EG: 726.41 A I Ah 1-310 F - 8" Ductile Iron kYpter Main IAI / W.• 72 7.66 ;.72* -- --- -- m r 1A,. �)Q A� w• 79sr l W. 72789 W. 727.73 0 Michigan St. - State Road 933 cry - Existing R/W 0 I I �-7� / I I / ExistingPush E / 1 c / \ Crossing mount II J \ above sidewalk. c djust I I Existing Push E I I - Crossin9 ouni - 72 103+00 7S419 +0 11 �I Sanit y Sewer MH Str. 11 - Rim: 2785 _ 8" IE S=717.69 P: 728.07 cn i I ' FM O II = APPROXIMATE I II First Floor / FF: 730.40 Basement I / FF: 719.88 N n 'I I =1150 EP:727.06* EP:726.90* EP: 727.14* Proposed 1 Water Service TYP. O m above side alk. Q I pdjus- I I \ I I I I � I � '6.37 I I � � I � L I a) li 3 I R 00 I W I I *1I I NOTES 1. Contractor to verify finish floor and basement elevations with building plan. LEGEND EG Existing Grade TC Top of Curb W Sidewalk EP Edge of Pavement TR Rim �0 Storm Sewer �o Sanitary Sewer -w- Water Main -E- Buried Electric Fiber - - - - Overhead Line - -750- - Contour - Existing Curb - - - - Existing Sidewalk E: XX.XX* Existing Elevation pC Pedestrian Clear Space Ion for N-S zu 42" to 48" N D side reach m nt required. u ton for E-W e 42" to 48" o side reach ent required. 75i� 1� 1 7.5' rsv4!!M TC. 727.40 O s� s o TR: 726.14 0 zo TC.726.45 H EP: 726.44* �I 0. 89° / O O EP: 727 06* EP: 726.90* SW Corner of SR 933 and Angela Blvd I1 "= 5' 1.5% W.• 72711 m TC: 727.59 EP: 72713* SW Corner of SR 933 and Pokag oq n St. 1 "= 5' 7 SCALE: 1" = 20' 0 10 20 40 ��>>� �� o a> C3 m a 1, m0 C O O Zc)�O -� �C � M } N C V E ) vI.- M� p J Um J Q Z LLJ v� 0 � Z y W Q ~ Q Q H CL � Z H QZZ ae ,,ann W V V w �O IL Z Q J CL 0 Z w w LU DRAWN BY: MSS DESIGNED BY: MSS PM REVIEW: RTN QA/QC REVIEW: DATE: 4/6/2023 SEAL: 1,\01111111111T, If' r,,STR No. 60016991 = • STATE OF �Q_ SIGNATURE: /P�- DATE: 07-01-2024 SCALE: HORZ: 1 "=20' VERT: ACI JOB # 24-0068 SHEET NO. 7 of 15 Str. "I 9 EX BAN MH Rim:/ 724.81 m\ \ ;;VW=714.06 <8E= 716.47 / I I Storm Sewer MH Str. No. 100 ) I®� _ Rim: 725.25 - - - - / F - Sto: 100+61.17, 92' Lt. 44 LF ita Sewer 8" PVC SD 721 0.40% 100F q0 r� - II Storm Sewer MH Str. No. 101 Sto: 101+99.9 . 2 91' Lt. S nit ry S wer H 245 LF - 8' PVC S R 35 Sanitary S wer Pi ® 0.4090 SI No. 10 Rim 7 5.14 8 IE 716.71 02 \ 8" IE W 716.V 71 v) o 0 C,CL II � II I \ I LOT 1 LOT 2 LOT 3 n \ I - -- \ cn � cn W.• 727.04 W.• 726(9 7 ' \JJ/ 10+00 ---- \ .04 W.- 72 7. 1:1m m W.• 727, 8"x4" Tapping Sleeve and rz = Valve c - 3 ter• r '` I ---------- ---- Ln ___ N _ Ln N Ln cn Ln N o \ LOT 4 LOT 5 \ LOT 6 ii%7� 0 0 WX110TOM Sonitbry Sewer MH Str. . 11 Rim: 127.85 8" IE, =717.69 109FIMMU-MMI Q 1��Ev -M E r.) F LOT 7 Michigan St. State Road 933 - LEGEND �0 Storm Sewer �o Sanitary Sewer -w- Water Main -E- Buried Electric Fib - - - - Overhead Line -750- Contour - Existing Curb - - - - Existing Sidewalk 0 i� I I I I I I I I ll � I 10181 Northing = 2348119.41 Fasting = 168402.03 00 H A \ CIT W 1 n 6- r Fire Hydrant TBMA Sta. 100+04 "P-Centerline" Off. 20.94' Lt. V - UTILITIES CONSTRUCTION NOTES TC: 72 .56 TC:726.75 V 1. Sanitary sewer and water distribution construction shall be in accordance with the General Construction Specifications for the City of South Bend. Storm sewer 0 8"x8" Tapping Sleeve and construction shall be in accordance with the General Construction Specifications for Valve the City of South Bend. Refer to the Construction Details for further information. a 3 2. Site Contractor responsible for utility installation to 5' outside building, refer to MEP \o 00 plans for continuation. �\ W J. Contractor is responsible for having existing underground utilities located and field confirming locations and depths prior to commencing construction. 4. Contractor shall coordinate utilityservice locations and depths in the R W with utility P / y companies prior to installation. 5. Contractor shall verify utility service locations and depths at the building with the Architect prior to installation. milli milli III TBM A - Top NE, Point 1018, Fire Hydront, located on south side of St. TBM B - Top NE, Point 2190, Bolt of Troffic Light, locoted ot SIN corner of EL.= 727.76 r FIRT. 1F !9: F.9.9 MW���I������irliiil��I .QQ=1r4.-204,,-.-.-.-.-.-.*1rXXXV,-.-.-.-.- ,0211021r.-.-.-.-.,-.-.-.-.-.-.-.-.-.-.-.-.-.... =N41-.*vlr*N-.-...-.-.-.-.-.-.-.-.- in. lopping witer Wt IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII � 1111110 10 Mz MO.a�/ii%/_////%//////,%//////.U//4F/A%1 / %//////:%//////.%///% 00&IF, /,05i /_%/_//z V,/,0/%/ W6I%I e511_%/////,mm,//Li/0/ii i 5-Mel,iii-7���. and Sleeve by South Bend TIT- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 6. Contractor shall coordinate with utility companies as necessary if service interruption is required. 7. Materials, construction and testing shall be in accordance with the current construction standards of the jurisdictional municipality. 8. Maintain minimum 10 feet clear of horizontal separation between sewer and water pipes. Maintain minimum 18 inches clear of vertical separation at sewer and water pipe crossings. If clearances cannot be met, sewer shall be water grade pipe in accordance with AWWA standards. At crossings, water grade sewer pipe shall extend a minimum of 10 feet past each side of the crossing, and one full length of water pipe shall be centered at the crossing. 9. Maintain minimum 5 feet of cover at water mains & services. 10. Unsuitable material that may affect the structural integrity of the pipe shall be replaced or treated to support the anticipated loads. 11. Sewer Contractor is responsible shall install castings to within 0.1 feet of finished grade. 12. Remove sediment buildup from storm structures prior to Owner's acceptance of the Work. 13. Roof downspouts shall be connected to the storm sewer. Contractor shall review the Architect's Plans prior to construction to account for all downspouts and coordinate with the Owner/Developer prior to sewer installation. Refer to the Construction Detail for further information. 14. Utilities other than sewer and water shall be installed underground and placed in PVC conduit where located under pavement, sidewalk and curb. 15. If contractor encounters buried abandoned sanitary sewer pipe crossing property, cap with 1' concrete plug on west property line. SCALE: 1" = 20' 0 10 20 40 C �Q) > ° ro ° ° >>� 70 CL0 0 > 0 �E m� U o Q Z U O L ) \ N N 1, } E C � N 4 V) � U Vm a Z v� 0 () Z H W Q - i ~ CO aa� H CL H 99 zH0 a Z Z �rrann� W V N V U o C Z LU J z - ca0 L CL W 06 Q Z CL DRAWN BY: MSS DESIGNED BY: MSS PM REVIEW: RTN QA/QC REVIEW: DATE: 4/6/2023 SEAL: VI, iTrrrrN4l���,,�f' Qv ��IST�i��0 r No. 60016991 = $ STATE OF�� SIGNATURE: ✓[/J� DATE:{/ 07-01-2024 SCALE: HORZ: 1"=20' V ERT: 1 "=5' ACI JOB # 24-0068 SHEET NO. 8 of 15 Michigan St. and Angela Blvd. Drainage Design Design Return Period 25 years Watershed Area 0.67 acres Developed Runoff Coefficient 0.70 Release Rate: Perforated Pipe None D rywe I I Size Permeability Exfiltration Rate Exfiltration Area per Drywell Number of Drywells Exfiltration Area, Total Ex. Discharge Rate 1500 gal 1.0 in/hr 0.00002 feet/sec 620 sft/ea 0.0 ea 0 sft 0.00 cfs Total Release Rate Chambers Size SC-310 Permeability Exfiltration Rate Exfiltration Area Ex. Discharge Rate 0.27 cfs I \ � g � I � Str. FRi 9X�AN MH I \ m-/724.81 m " IE 1�=714.0 I Overflow Route �� » « «<< � for ADS through ) 8 E=716.4 / parking lot to i I _ \O Pokagon Street ----- ---- Storm Sewer MH -IM® p 1 Str. No. 100 5.0 in/hr I Rim: 725.25 --_ - - - - 0.00012 feet/sec I Sta: 100+61.17, 2.92' Lt. 491 LF it 8o Sew r 2305 sft/ea " IPVC SD 21 � 0.40 0 0.27 cfs 100 R Storm Duration (hrs) 25-Year Intensity (in/hr) Intlow Rate (cfs) Helease Rate (cfs) 6torage Rate (cfs) Required Storage (acre-feet) Storage w/ Silt. Factor (1.06) Required Storage (cft) 0.08 8.27 3.88 0.27 3.61 0.02 0.03 1,112 0.17 6.32 2.96 0.27 2.70 0.04 0.04 1,764 0.25 5.21 2.44 0.27 2.18 0.05 0.05 2,094 0.5 3.68 1.73 0.27 1.46 0.06 0.06 2,807 1 2.38 1.12 0.27 0.85 0.07 0.08 3,269 2 1.46 0.68 0.27 0.42 0.07 0.07 3,217 3 1.06 0.50 0.27 0.23 0.06 0.06 2,659 6 0.63 0.30 0.27 0.03 0.01 0.01 652 12 0.36 0.17 0.27 24 0.21 0.10 0.27 Required Storage 0.08 3,269 cft Available Storage Time for Required Storage to Infiltrate Soil Chambers 3.40 hrs W. 726.97 Total 3,780 cft \ / 1 00 U / Conclusion: With the two separate Advanced Drainage Systems, the above calculations, using a 5 in/hr infiltration rate, show that /� W. 727.04 the available storage is 3,780 CFT, which is over the required storage of 3,268 CFT by about 500 CFT to safely collect the projected site runoff which would take 3.40 hours to infiltrate into the soil after entering the ADS Systems. - I I ------IIIII■ ------IIIII■ ��■■�a{s�I�A�iri/11�1�1�1�1� ��■■=����fi111111110 • 200+00 200+50 200+75 Sanitary Sewer - Pokagon Street IQ .14 f49, 0.00" t. 716.71 716.67 245 _LF 8.1 P P1 i� r I - - - - -- - _ Storm Sewer MH Str. No. 101 Sto: 101+99.9 , 2 91' Lt. 35 Sonjtory Sewer Piob @ 0.40% I 0 I 7 Cn �i Michigan St. N N Main 7 Sonitbry Sewer MH Str. No Rim: 11 27.85 `rr 8" IE, = 717.69 • • I IIIII■-------------------IIII■IIIII■-_�_�_-_IIII■IIIII■---���ii��� I IIII■-------------------IIIII■ �� � IIII■---}-��I/LI�I-I,_ ���i�-----------IIIIIIIIIr��----��----IIIIII■IIIIII■���5 rij:lLa�--� ���1��11111F�.T1R1�1����-���ii����■■/�Ai%7_.S�lifs•7i�17+7►[�if3ta�"►�%■�11��� �����6'���_�0`1Q'�l�•�1'y"�w��ii�������������■■�ai�ai�ai�/i�a�/Y�11 ��� ���vs�i7i���/Lilt•1���������������■■���J!1�!IIJ!�1���I " ��I��� ��� �������!l1�1Alr.T.�I�V • • • • • • C•Z•�C•�i•�C!�!]��������■�■■��IiYiYf�fl�ii _-----_�����i• • • • • • • • ! •11 i '• - r<��---IIIIIIIIIIIIII■■IIIIIIIIIIIII■■■ �-r.. •--.-� �r--- ��������>�CN3�1/,1��������������■�■■ �/�i�/_f`i�il_�ii���iYi■�'ii�11�2iiii��i11_�i�i�ll ��� ����������1 ������:■Dili'fly'�i�"LTu1•'�����■�■■��������:��� ��������1�11!I!�■r�l1l��������������■�11iJis•fL�•17������1��� 19"1MN9RM-". �i>t'>T��_�_�_�_�_����� 99+75 100+00 100+50 101 +00 101 +50 102+00 102+50 103+00 W LEGEND Storm Sewer Sanitary Sewer w Water Main -E- Buried Electric Fiber - - - - Overhead Line -750- Contour - Existing Curb - - - - Existing Sidewalk SCALE: 1" = 20' 0 10 20 40 W >o � 0) T�}} _ >> [Lv� �> U a Q Q : C ova)-0t: Z U N O 2 z U U 00 10 !_ o °zoo 1) -6 co U V Q . (1)n! b 0 M NN E o coV)1 O u n i U � J J a LU Z 0 cn 0 N CC Z y - W Q i ZCL as H Z N � a Z Z W V v' V OLU o C Z 0 LU Z M a0 W 06 H Z � Q H Z a0 H N w J H W W 2 N DRAWN BY: MSS DESIGNED BY: MSS PM REVIEW: RTN QA/OC REVIEW: DATE: 4/6/2023 SEAL F'R i. N4 V,%, . Na5q TER�O� �- 60016991 = STATE OF \ � ANP ',,,i���►Iloll 111111 ,�`,�, SIGNATURE: 7(2"�rT DATE: 07-01-2024 SCALE: H O R Z: 1 "=20' VERT: 1 "=5' ACI JOB # 24-0068 SHEET NO. 9 of 15 Ili I No Hp �� / \ n i�O n I cnT II Construction Limit 10. 9 ■ iAcr sDi tured Areq r ' I \� ® Pro s / I I j / I IrEnl.on'- `� I C� -�— IG III o ��� I \\\ r�■■ \ ILr/---I—--- ------cn I I\ I Prof,sed I _ 0 I I ■ o I Cone ete I I I I Was u t I u7 N N � `n I \ I I 11 ■ /CA I (n N 0 I■ I I I I I I I III NJ I■ ,� ■ / o o o 4J W � I _ Tj 77 ■ / C I C `n �F1 (n IP \ I I 1 -----IT — --- — ----- — -- / r M M M W W W W W ■ ■ 3 m �, ' I ■ ' Michigan St. ---- 0 � o Legend IP Inlet Protection — SF Silt Fence Storm Sewer Sanitary Sewer —w— Water Main —E— Buried Electric Fiber - — — - Overhead Line 750— Contour — Existing Curb — — — — Existing Sidewalk SCALE: 1" = 20' 0 10 20 40 NO. 1 REVISION DESCRIPTION: UPDATED DISTURBED AREA TO REFLECT SITE PLANS BY: JCS DATE: 8/16/24 W -0 C T�}= Q C0>>— C3 0o )> V Q o 0 co O co _ � O > .o mz c o a O Z U � �CO V ` M m N N E 1■ OLo Lr)Q M v> r � p U Ica � J W Co LU H 0 G 1Wz0 W Q J W 1�- > Q Q 0 Ztool Z Q Z H G ,,Q � W V 0 J U O Z CL 0 H Z 0 V z 0 V) 0 im W w w DRAWN BY: MSS DESIGNED BY: MSS PM REVIEW: RAN QA/QC REVIEW: DATE: 6/7/2023 SEAL T. r,, No. 60016991 'b STATE OF i��.t� /IV NAL���,ti SIGNATURE: /P�— DATE: 07-01-2024 SCALE: HORZ: 1 "=20' VERT: ACI JOB # 24-0068 SHEET NO. O of 15 aaLM L rE SECTION 7 - EARTHWORK & EROSION AND SEDIMENT CONTROL fa gaps f Form 9L'T pLk AEAIT ff-L4TIVE TO;uw UNE r tea„• Fa sari M Falz I..i�e., ■.i FI'. ;i.ac.; J. ..... SILT FENCE -f M-ENT WITH t CJ1MINELIw Rirll-IT-Or-WAY Ch. 1)mw lettxd wit ty hashed to right -wit avalaboty, Sik rame &ILe1 he placed En thi a a5 pUS546ie 1n echle or d&dL ,y26n krrlLi iC rtkI tertt•1 bermwi we of MW 8 re,!mn edWkh1 Ib p,&dkle hrew4 S%sk,R sm!dlH-W- K INSTALLATION: 1_ M&Mll fenang patalli W slope cDnEaur by digging a nzisnwn E' deep w -' width trer� a5ong prDpased ferroe' Ime. Patti posts in trErA:h 6W or until secure_ ME Kve to stretch fabric Taut when puundtng pasts. Fabric to be plaited on tW s1Dpr side of posts, Drape Iome -End of guile fabric irM trerch, 0ackfill and mnpact sell on both sides. 2_ 3arrt fence% 13y i laurrg the end past of dw 5eum Fefr inside the errs post of ].be Fast fence ihotate both posts at mast 180• Ln a c d[irqs-- dffezidcp l to uaate a dght 5es3i with the fabrc material. [n v-e bath prmabout 11W ffft the ground and bury flap. �*45titi1� I rtyr1Jx �4+�ti U go 3_ Turn ands of fe rE up shape such twat paint -of c intar t baween gnmrid and hutted of fence end anTwatai at hKjherodevabm that mp of feriae at lowest poirft- MAMTBVANCEz = = P E1809510 L mw within 24 hotirs fd tng eachh n (4 .� rain event ar,d M lead ,f ranee erer sever) days. Lfferam fabric tears• stab to rk,mnip se m -arin anvyin hermr. `= STATE OF _ } Ineffective, neplat�e fire aPleotr>d pmrbon Irr>ierrr{}`',,'} 2. RErno a depmd)Rd 5edriwm whin rtis muwig the MR (Amcto bulge orwnen at naach25 nrrrhalf the tk4ght of mjE fence at Ws lowed p3wc Wien aw conciedwig +++r+�l r ill t#ralnag lama has been stab 1112edr ro3r:Qre the fence aaYd sr?�rLBrtt de�O9ttsr grade the + v1z, hlLW well tme a]mmiriding area aril _ 'EV26118 REF STD SPEC SEC 7-1.7-2 Rare _, P. Date AFAPR4'rlM)RV SE013Y THE flQVD of PLIMIE WORKS I"' TE EFFEE DATE: ]Lpe 26. 20IS �.� : CITY OF SOUTH BEAD Item Revision rued Doke f =: _. S`CANI)ARD5 FOR IDESlGiN = AND CbNTfITLPICUIDN TEMPORARY SILT FENCE 7-4 SECTION 7 - EARTHWORK ORK & EROSION! AND SEDIMENT CONTROL 1:1rrr,S&Pei flpnrCinaim—f :..•r. cti r,P K F%:" Faor: LEE $PL flier inn turf •-'� LnJd L mA r"M Winn Gorr ra kkty zA1a AppeM DETAIL OF CURB INLET SEDIMENT CONTROL DEVICE WITH CURB FILTER storm G," Cond-e-L'1 A. ra Lr' Sirkp, � G,m Fi�or DurpnO S7epe DETAIL OF INLET SEDIMENT CONTROL DEVICE WITH CURS FILTER 11AINTFMNCE: y5ti5tii I I1�J I rrrt���ff i. SIER NizWediCill ShMW MXUF at react once every seven days and -,thin 2A hours �k FtillciwaV each 4' or more raln elwit- 2_ Enpty the sediment hag d more tun half filed m t sedment adtd debra. 3. F4amwe the grata; aVimp the Ilfdrig bars cc hardws-wx Itft from the drainage -No * : P E1080 9510 4_ 5_ dispose of the !-dement or d ehm to aor icilti a w6 EPA gutdelmes. Remove wed from the bag Hush the 133g r =r F}TATE anp on sift sediment and rEvErse with me diem spray tip Optimal f.IuBu yyOF . IN 6, Replace dw bag rf tnm or purrwfed LD'6' dranefer ar greater cn the lower haff of the �{s, � "oy 7. When the cnrti nbAx j drainage area wedtiri Stf upst, rn of the mwwet has beer) {f�fftoiJ111Y111L4413�titi1 MEbI1Lzed, Famove Insert (basket) and pmpedv a of sediment &-posts. 6126118 REF STD S-PEC SEC 7-1 7-7 Kara P.E I fY APP 9VEDiR.EV15ED BY THE BakR.D OF VI-WIE WORMS EFFEL nVE OATS ]Lore 26. 2016 N CITY OF SOUTH BEND Item Revision Appruved Date f'. 57r1f+fCAWA F0R bESlGN AND C01 5rtRLPIMON 5TANnAkD INLET PROTECTION A LOCI G CLUB 7-3 SECTION 7 - EARTHWORK & EROSION AND SEDIMENT CONTROL ante GmEX&OM Y1etJrmm (Barra} - Howie Sin ro S mW mad on tSsrLp a•2e Rz�.; 15r -r l C13 WkM FSv)bd Ars Clamg LWgit INSTALLATI DN 1. 1%3t3ll per rnanutm=rer reaammethdattor& 2- Remom the grate from the mstirog ar coraere dharnage stmctuire. 3. C4eim dw ledge cifthecasmigfixm or dravuge strumire to ermre it is free of simne and dot 4_ Oropviiiet Insert �basket�thrciwp the dear opewig arYd be surE the y&Ter sign hangers rest ftrri-gy in the kiside led --or the casting- S. "aLe the grate arld mnfirrn rr is elevated nv more than thckrums of ffnart hangers. MAINTENANCE: i 5te lrupemnnshould omlr at fear[ once every 5&k'm days and vrtthm 24 N "s fdlowmbg each }r or more rain event_ 2_ Empty the sedniant bag if more than half Wed with mdm2nt acrid &A� 3_ Rerr dhe grate, engage the tfttng bars. of handy and Irft frcrn the drairiage straclur&- 4_ bigxse & the sediment or deb . in wairdence m% 9A gurde-Ilnes. S. ELrrlax+e arty calTay utf~ frcori the sLiimerJt hag and reverse fllJsh Me hag with medium spray far opdmal fimalum. 6_ R,splaw the hag if tarn or purcbreld to y5' diameter or greatel on the kmer half d d•re bag. 7_ When the mntnbAxq drarLage area w,>iLrn 5t7 upstream of the a+m has been siabilLaed, remove insert (basket) and properly dspmw of sedinwntdeposes. Pf-F STD SPEC SEC 7- 7-2 APPR0LM,`UVJ5ED Lax niE £+MM aF PUMI WURy3 lIFPE=CFi4E DATE, June 26, MIS ItemReVISian I Aopru� Date I1 INLET PROTECTION INSERT (BASKET) In s- tsam theo* apprarred nwthod of pwi Trent In4± protection. Citfer n*wa f-PStD be iiaBd a with pnar approraI of CAy Engmeer. 4 �k*4yShti1111tIrFrolej } ti P 50 80 9510: 8 r STATE OF ti I UAL rfjfr++,11 Ill YLirIti' Wi■196IM1111110on V 4 Z I W 5T,4l+VMVJq FCrR DE-'SAGN AND CONSYR.L. MON 5f,Wl7V WW 7-7 N 3 } SECTION 7 - EARTHWORK EROSION AND SEDIMENT CONTROL I i 1 i 1 1 f I a 7D M Piz= L. r" IT ML 1 a a I � I I 1 I I I PM 93pY•: 3 per>ac} 3V r%L Sed wrr In U rdir elm w-1 So'an eat vw. rr F�.0 ErlF&L1Pv9mWl SECTIGIN NC)T ES' ! Dm=ll cmmiewwashcut sign willm 3d' airu m*omry washout facility_ 2_ Layoutaf washout faartyr may nary deperdng on space avadable w1hn mrlsmmtm staging area. WashoiJt fadlrclesshaa be dLsoutw by the peridt holder b2hre wDrk degares arks stiA ibe located uT an appmpnam area where the waste rekm3N from, the washouttamioter+terrawer syslaraorkcal LwaLerways. 1 Waste from the WwWUt fadlrbe-S shall he i f to an approved manner acm-ding to stab2 laws_ }:EF STD SPEC SEC 7•L. 7-2 AWFVNWREti15e10 ax ThE 8DARD of RMJ[E WORKS EFFE r-11W QATE= SLlLe �Di8 Ibmi PxvLSIDn I Avoraved Dak SECTION 7 - EARTHWORX & EROSION AND SEDIMENT CONTROL REQUIREM ENTS: M2t21lal_ 2-3 in_ d1a. washed stank= (INDOT LA No. 2} iwa a stable ,foundation_ f hickne=js: 6 in_ rnuum rn Wx1th! See mininh ms cn pEin below or full width of imtt trtceVar]t roadway, whidhe,ref r. greats_ Ear the 50 ft. rninmyRn for small (IEss than 2 aaa� 150 ft minimum far lag sties (2 acfes; and WW). The IerKA can be Viorter for small sates such as far an iPdttir Mal iL wne, but shM be of srfffn ent k nglfl to pre vem uadLn3- Washrrrn fadlrty f oybio l); Lewd ads with 3 In_ washed stare mlnnmm ar a aommer®I rade- and waste wEdEr dtvertad to a sedurent trap or basin_ Mabee[ umkrilrer PAgll lid tin pd+w-w grutm Mming Z*mg L INSTALLATION: j_ A vctd laeadng am steep *ops or at moves in pubic raa&� 2_ RErnm a all ve,pbyton and Dtfler oti erbx-able matsrial] from the l um1fbm area and r}rade and cN)Wn for po54-irre drainage. 3. tf 9Dpe inwards the road exTeEds 21%, censtrurf an.8 rn ht?h dp&mmn rxk)E with 3!1 side slopes acrDss uiefr.Lndation wwabout 15 Pt. Rum the ounce to divert rwv--ff away from &Q toed (see pralfile)- 4_ tr AAI aRvat die wwSer the pad if , e1 tea malMaln proper public road draekage, 5. placestrraa to dimeridDris and grade 5tnwri in 1_w£ er-cson�5edirmffe oxitrail clan, leaving the Eurf3De mrmalb and sloped far dralrage_ fi_ 11werta0 5uJ!tdCf runoff artd drairwge {Tom the smne pad to a 5ec!Lment trap or baswL F;tic Hma .•.rti�rrr r e o,apamarsa + 29b I MA_ INTENANCE: kkSpe tentranCQ pall, SedIn`WF1taW05M al-ei� am of othef eMror. Coati m rneasuras once every seven Myr;aw Within 24 Kums follmwing -Path;S" =rm event or heavy L£&- RacpL l mpalrs shudd be Completed l[m mediateiv. 2_ Reshape pad as needed for dranoge and mnoff ¢antral. 3. Topdress with dean Stone as needea 4_ hnmedlately remove mud and sedm3ertt tJa:iL rrrvdwl*d unto pLbk roaL by bruc-hing cr srfwepfng; at a minimL-0n tttmshoLJild be performed &rly_ flushing snould only be rsed d the water is aTJrReyid iron a sedrrn em. trap Of CraSn. 5_ Fr,°pairany broken faad pawerimmt lmrrrRi L y. 54 Hn. L5rro41 Sbu use. Um 3 A n, ST Min & mw San - i Aces or Lam' �}y�5�*4y5ti1111LJalrt3tf��+f} s N0, _ P E1080 95101 � w r STATE OF 2- r Y. F ��I f � t�`J'jJ�j�l�f lirY%L1L L �0 �1 PC.M VIEW REF STD SPEC SEC 7-1, 7-2 Kar, R.E Date AP- R0VM)R V= BY 711E frDAR.D OF MJEMC WORKS aFFECt'erlE oAaTE: ][Jere 26, Za 16 T F SOU BED Item RevlSjon y roped Dake . _ - • STANDARDSS-TANDARDS FOR bE 1 tV AND C0N5TRLl1CU N Sr1;NQ TEMPORARY GRAVEL CONSTRIJC70N ENTRANCE 7-1 CONCRETE WASHOUT 4Jn� grp ? SLAM I:TfIL} �54titi11I I uJ rrF+,,,r ee, El s STATE OF �4 yl� k I1415''�� C kz' w rrrr0++1a I rFn to;;rwti' ,i'3a4�PA-- 6126f18 TY OF SOUTH BEND STA NDARD5 FOR aES16N AND CIJf+CSTRDMON LU C 0 mCU T C) Q 0 0 0 — 0 a�oo> V O c 0 Q _ � c = c 0 0 co iL _ O >O > .p m� o a U U 0 CD �ZO0o� �CO V ` M 0 m N N 1, 0LoLoQ n i U LU M; W" U w J H w w DRAWN BY: MSS DESIGNED BY: MSS PM REVIEW: RTN QA/QC REVIEW: DATE: 4/6/2023 SEAL Q pkSTF .` No. 60016991 i I 'b .• STATE OF ANP4� 0NAL�,ti SIGNATURE: crl� DATE: 07-01-2024 SCALE: HORZ: 1 "=20' VERT: ACI JOB # 24-0068 SHEET NO. 12of15 ill C C U i a 0 c 0) w U z Z 2 z 0 U U z z m N x d O U SECTION 3 - STORM T►re Lar.v 30' Are or Cie 9urb at M Fix Sm:L EpzaLmors %timid ti X W Itr t* M Ft 5a,r,"he an Firm rad3d IMMi Ur.k*rbed RaLpt* shatl he Supmi4ad r7' CeApIlLna[:w RsxW grit. T W B&W M S-A ba {� W m Lager Plri m 11111ma24 iu Chm Uw ME aidWdruam fee theLdnpmaf IN! Ra.r _ Crade 7- PIPE � • InSirma JiMM or CrW4 Amdrs7u 5=:W� Seed Mart GmnA ar 11warlil a JJ-&onolyMzWid Ffm a r Ctrbr� C paic Mmd lart Lvgt Sa3re4 r bwrw is 6' iarff4 ; Tarper_r Lo SS•r�acc it So r d �mdnI WAI k Caripaced m 1� Manzlad Frwn[ DumW_ �nI• :n �irrrm Ir iaDw Ar:bw ir�tt:JJ+e ++cod rf �dE* Mamrf� � or o7 aherMau r I,.+,eftmoc ay ril 4,groq= i Lmd r�Lram m 1r LPMM F,,w nt 6ahr, ar%wk %mix wW Laragr Sadfil9-d1te{ampy�5D99%ann�-IRro�r I, PMErnwon" �Menioiialp T mpedizrm�r�adr1] fsw W&M 4 Nd 51 6' ZuTgoa asSY%Stiiin4we PrD= 6an2re ri�ylR F Hrrd RL�dPJ�*5aild w NmJrar� Tared n i' Fii! P{.e GadIL'i5it Loan ,Lamm la 9LJA4SUr.r bd rY�6dna 6m�LkSU17AELEMrn3QAL Ramapo Wm oUbin Hiinu a ac R li.WW Fini;Nc a'zJ ilizib f C uird Re gA4)d a•a Rau ones I u 11 I' its I� Ma 91Yr�TtshW1W `appxmr N Fo�o1 par kRM 13MJ SEMING DETAIL NQTES: 1, These trench and bedding detaAs are far pipe stJla[t].Ira1 requlraern ixiy_ The amtractor is sdely respr,ir A e for safety d npEmbotro. The contractor shall slope ;ranch walls, pmva-m prI wank biawes� and+or di-xa and broom 21 Exc3i;2bDec as the contractor debumfrms neoes� far safety of opera onsr and in iDriforinwhm tin 10d1M. Regulii bw 29 C-FX 192f 4 SwbAart P for Tree Sdety Systems_ 2 All Pyre pipe For sainrtary sewws shaM tie filled in aaoordartve with ASTH OML. 3. ThEreshaall be no eDffcsor st mes greater than Z' in any dimenstm Nftm 6' of the pipe wall or bill_ 4- Rgdble iW EiotaE Tverlc matlr,aisfor beching, haundilrtg anro d lnal backfill SJ3a� milrply with the mquirernents of AMIN D2321, Cla55es I (1NWT irB or 09), I] (INDOT = U, #73, iff O-Mrmw), or LU and shall be aarnpap i as rooted. keirac rabe ftmade bacifill shall t* placed for ad araw midi T of paverrw-nt to 12' aabm* plpe cr[7Ltirr_ abyee this Mort, strUd3 re back ill shM be used. Hafer to We rnarkda cis rEmmmended beading and mbedmient material mass type requlr 5. Ngld Ape= EmoedmErt mater+ak; for bedr M hauncNrrg and o'bal baddA shad ❑orr" w+th the requirer larom of ASTH 02 (VCP) A, B, Cyr mshed 9= e(LNDOT fB, yy45yi1Ltrlaxtrr.' 1= of l3-Bwrow�) and gall be mmpad�zi d as naRE(nova�ow rfda�hackfdl shag be �} played Fc.r all areai wrthm 5' of pa&T n nt m 12" above pipe Qwa cL Above this Ilmitr ��'' stTLIMIE vaCell shall be used. *� � �j r E. Final luckfill share notOantaln debris, orgarwc mateniW, frumen rnawnial, unstable matarial �� or b>-Wders or stnnes;-greater than r in arty dlmensamL Flawable FIII cptirniaL - N i ?. I he platen-ent and mmI of baaMill scion not caLise dLgAmnrr%Tft of the plpar= �I II 9. Par rn,,rttlple jApes in same bwxh- A a. Plain bedding to prlrxp Line�F First pyre across antlre tresxh Plitt, U. Placement 4 next pipe, re-excaaaw tTErCLt as rid. 4w c Fir aLi�iaan pis anpEzts asareq[L{�}or+r+'�LLp}`` 9. Refer bo MT Srarldmil Serits.per w,3don Secim 213 liar fkmahle fd (iEniovablel requv 1[, ' REF STD SPEC SEC 3-3 �� L WIe A17MOV DIRMSED BY THE M= ❑F MALii! WII fFF� DikTE ]We 2 o, 2t716 CITY OF SOUTH BENCH Iterrl Revd on ADpro vW Date 1 ' ST14NJ D14RD5 FOR DE51GN AND COfIST 1_ TMON 57AWARD PIPE BEDDING DETAIL 3_10 SECTION 5 - WATER WORKS _ firhil i-,foGC Ujaffl• ]n SrIM_T rrl e.a_er. G ran A.ai'_ Sadd! mA oe urS�Ln,f Fr�.e &inau K%ww a S eorrvx Frvl" F•ror al apt{ orprrc Mzrid rid UPW SmmL Kumd In b' Lire L S:Jdrr Taman M &htl•rraJ{e od Shea Ease C iiad� Shay 1 r+isy'L�++ u ]p0'r $'+f � R i4r®1 iaCrrHtY b� ink SacM • it 4smTm or CM tazm MKIM Ida d SW to tY Sdkyt %W lee Garcia hew, Mow hi W LaEnv;r k+ Ffm or 0itimi4 Crgminir Hkrwaa4 mid; Lage3a & - - - aadao SW Emrpumd m IM era n rr cow C4rar4. a-"-cia'snI 5dm=,tati2moM;nz a Maddncah Tmapod io 136% Sb kid tie•= Dyr m c' Rarvl.•abk Fo time axIM sial is PI®d hr a Aegm a WMn 5 Ft ar W,anL: x m 1.2' Atom rrrRLramEL Rim ThaLma SbTur.'OW- 51gantc1szL atlzr4 MZA-oar 6-= F r Nor Sdm ftm+omd Rm r n i Pu&r n ra l r e:m T am DW i i 1 95%Siaruoaa Romr ecrsar. :lrrdnL ft*C E M D.E OJM M u rnuri T ard5 4A dbn 3+' gr10s Mn a.0. it RK NOTES'_ 1. Tlese trorii area be6dng details are for piper mnJ=rd requinrrlerds only_ The oxmB= 7s sdelj' nesponmblle fDr safay dti The imim3ac r SJ•ladl dope Itrex l wall, pror+de prabacid++B work bid anrViv More and brace all excaYabari5 as'lie: mrt racwr riafarmws i&u2nsary fDrr safety of operatitarts, and m curhm%ance to JO "ulatlan 29 LF.It. 192 % Subpart P for Tmnrh Safety Systems, 4 ttiyyyi I LIJJtrrrrr�� 2_ Fcr mule plus In same trench: ,3 1 A ce 'r}x� a. Plabedding to WrlQ tyre of � ss f ftrsz p aentire trianch width_ k� 4%� b. Plam meet of nod pipe, re-E•�irale N0, $ y trawh as mended_ 11*n p3aca beddlrg _ - as pomd above. s * = PE10809510 _ r- fara,ddrt)awl pipes repeat as required_ STATE OF i 3. Minimum easement viidth lorwatff coarse shah be LS'_ r 4_ Mll7lmum abStfLL�CdS sema regwrernJ�nt from iYdC� inr�l shai tie ;,pk�4h4 Jd3ons. shall Lndude Structure% otlet'J• utilibes, trams and larrdsmptreg_ r{ ;_ , {�F�+rra'JaIFMllll45S;��ti� REF STD SPEC SEC 5-3.2 and 5-3. &Mew. .. P.E_ M:e rhWRC4 jREVi5ED ai 'tiie BOARD OF IM-TUE WOR#'S Tr4rE DATE:3dte 2111 1016 A�! Ilt� } � .' 1T OF SOUTH BEND Its i visElan iuyed DabE ; STraf+ DAP.D5 FOR II AND CON'7TRUL-1­10N 57D TRENCH DETAIL FOR WATER MAIN IPA SUITABLE SOIL 5-6 PLAN VIEW [Rife 1:09WI rd 3151 Fam=:GJ i �'•0^ di t'g[ } + ISre hiehn ;I SECTION 3 - STORM a % Omddj Urtm 1110 WGyUNEf a Gamuz a_rexen OUrrriLJ[ lTLal he Er W ua s Jr hcmnar Gay. Fu Lam& s U*14A Dff"" Be-.w, Gp!n hi4i Ib+i J)7ELD.dSmAiil o Rae Adlubnp Wale k• Ehinq Fmffe w {race. Ulcer m Sb"rd 3.5, LT haL Coca r- palm- iena Platt moot-k ape lath KJ' gnde Ell mintanN mM SAW all lirrs r[t CanzaF ES -IV - Ran { SE a ApprusW Egmd Mw al ir+� wrlh ern® M-31.7 �z 1:4x as Apposed E#ai. Apift Jwll Wrap rti ww F mAlic cac Rrcidonrna rnl[VlacdComa Fo•[= HaunieSea= i4a-.mht1wi IAP{&jwpbbV Pipe 9- -]'_4r r�E, eirt :Y ; , ,_ -yt-. '� •; + ULNorue lir*antiLb*m `■ i�lde Inert aa8 Fbr�hak>lonaa � Z • _ p y. _ Pre -=Elsa a Eantr ( anw.adl � � yyyylrIrlJJJrrf!!�� a r NOTES; = P E10809 510 =tz L All nuffd es shall Iarnan,cfa�red amInstated rn C1 mp6anim with ASTR C-479_ ,C* STATE CIF.~'{+ Allpipe t7Drine[tlCr6 5hadl he mademade YYGte lrug ral aI4911Lzi5t fitElrlgs aO irq with AST44 -7y{ L1. � r,r�'r ` ;;�� �Z J 1 5 + by rd apipe� � J�yy �'1 EWxt' �r��flrf+[J 4_ The bedlgn ErquhEEF w be resptDmid forsetthg tEl inuerevatKrs ,m aaooJJntfasr 1 molar lasses two -ugh tha rnanhcp- � �$ REF SPEC SEC 3- 3-3 P, APPRCAMl REVISED BY 7HE WARD OF PLIBLIE WORX: fFFE Fi'.'EMir- hie 115 CITY OF SOUTH BEND Item ReAsion mvel;; Date . =' ' ''s� STAR 13AII 5 MR DE51GN AND C-0N5 tRLI_TION TYPE A MANHOLE - STANDARD PRE -CAST 3-1 SECTION 5 - WATER WORKS I 1 I I I I a-�115•suas 1 I 9111W Trtppir* SAM =appm Ahli 1 r1tr m n pt fl � a a I I I o � Rimraa n WC. W o ogil: Fa nprd Jo rr Aaia n W 2= I i � i N Ems, Pb I 1 TAP MACE UNDER PRESSURE DIET TAP) CONNECTING NEW MAIN TO MSTING MAIN I Lia1J I [ry!rl��{ �iyya,yyi I��9 {}Y a N.D. � i r P P080510 1. Tapping waNessI he Cbw, Muikr, ar aprmvimd egwl_ _ The plystcal to ong of I existing watar roam shall bp-paar%trrrled bJ I I ubltt'f S OF r r T4TE STATE di5tribLthmi tiepartrnent All ext:avaltaan w5d pr pwatim woes 4wd be perbarnTred by } ; `{ 5 tale mntrattoc, and dte contractor shall j.SrOA'1CI� all matienals. The utilrbf wA only • perform the physraJ tap_ Cmtaa7nr shall ummdmatE with thewatrs Deplartrnerit. }ff����aIrillRLti3ti��} REF STD SPEC SEC 5-2,5(e) BW4 F91.0. P.E. VaU APPROa1E0fWA5Eb BY 17flE 80AM Of RJEU[E WOOS Irn� Di4T�]Lf4a%q o-ie 4 '#:.CrTY OF SOUTH BEND 11132M Revi&�Dn Appmved Da4F STJAbD> S �-OFR OE�aGM AND MRSTRUCrION STANtILMD TAPPING SLEEVE AND VALVE 5_2 SECTION 4 - SANITARY MW-Rt[a QUM im Ew W U e Meow era SeJ .I r LaJz ti Pile go.S 5e M?n I 1 U117 hint su rs a TSa @ VAY T'rT�t F.t � P VIE - SERVICE LIME CLEAN -OUTS �� � �4 yam+ L. ,• ct m'Jr Cawti- Pao EM ]aae; RuI a' r Jir_ Thrdmc 11 5 SSme sn o SEPAM Lmoal �, y, _ TSrroo Fah Gr I��7i - +#+'1- f Elm 'A' {8 �r_ Piz ��rmY 5Q.ra r im M,Idnp .4■e dL. coda ria[ it L' [irx Thaw -ea Eid IJhav T11rPiAl ri'1I-IUAI CLEAN -OUT DETAIL Sam r ELM as 5ei .ts Darts Jf' -X R m ror Lrir{ 13s Ed abiw • . Gize.5aaL[t li saQr & �= PLUG4'ay'. 4iyy;yy7ILIJJlrr+f! TYPICAL END OF LINE CLEAN -OUT DETAIL NOTE: UZrt a IrLa WX1 a aMF serurae 113tErW if I IE'ngth aw-e dIS ISO I 2- The mirky em savlcE lateral sere shal be &envies adrarnetm, placed at a milirrnum ski of n-61%. Larger kzed s?ri" laterals shall bE Installed a>,Cardl rtg to the marLlrrJLJm 4aipes negwred by 317 ME REF STD SPEC SEC 4-2 A PPRCv1-D?P_E0M'E!D BY -ME EIOWRD OF Fi Mil WORMS fPF119MVE QAT _ JUDE 24 20 18 ��• rU. � Ikffm REvidon 1APpxwxJ Date TYPICAL CLEAN -OUT L' Type lecoppu Sal "'M :Peroer�.Jaa r.� kyyaJ am Tye EWP zvr [ VG: TUMM x r_' {OPM a:hrr4rccrm ar Aapmda Eq �+y1 F-w r a rsm� a Tin'&.W *An as E.porri 03ftd SadfY V.Ll I NOTES: 1 _ SarikestEL■-0fi'tox shall be placed in the puhlx ?i=-cf-/ wj iii grasr. heramen• curb and sulk Far a F" eaerwe the mrporah xl stop sFkA he meted at `!If° (level}. REF STD SPEC SEC 5- 2.1 and 5-2.5 (g ) APPROVEINk irlSED ai "E #l]ARD OF "K5 EWEII HATE_ ]JJree 26, WJJ3 Item RF_vi:s�dn lk=ved I No. s STATE OFZZ J�Lry, J�QN {f'r�f �J AL LLSi3;%'L Kara � . - M OF SMITH BEND S-CANDAMS �Olk IDRS16N AND C0115 MLiI s-17M J] 4-9 SECTION 5 - WATER U OPXS TYPICAL WATER SERVICE CONNECTION Cmu Lrm Aoma Cap (V 3 Haila I I Fn�. CY•sya- 51111proe3tad•43n' a33d rite 14a.:, rr*lw 95E rh daN-ex.,J Eclat` Q.nnrEw End i- Tne •K- 3c.Lu IX+r to- EClbitfanorc J- CorapozAn Cab 5:0P p&a War,a} kxy L 4 S y 11411 J�Iryyiri/r-'Jyt!{�� ti 41 � ti y D. PE10809510'= . STATE OF J {-"""rr' 11�LiS y k -I�1 Fa L401 VA41;&*411 1 I■1 - W, 5rANDA4l2DS �-OFt DESIGN A NO r_ort57'RuLtl0nl STANDia M S-3 SECTION 2 - STREETS AND PATKS F-- Ilt Map or WIA in henna a" a A W" Patltrmmu Val be PaWwa wrdl E corRaad r%TTa racrie drrdfr, Mltink m Jt'WA Su:hu" tfi,na mOF a d : et Pae Trench as In gc&, of HK4 M& Ln trio Lib a Tlidrres of Ol amyax LaNa.dracy E 7 Pa,ea'le'L ltihlme.tir 13r�r Lr [YSL1 FF4 S� r+a� 9h�n•v.t Eoi1n9 N11 Ir=---- I_' I TMnal CLi x _'i WA'Li -h-r IC Q0. of ,ner• Soot: s per Trrrdir>y1 &r tr Rnfiq :9 UR iW 5r6pre P £Ncrvriim h nWKfrrrp Sea Swbm 3 V &K"ry aid 82ddU RcgL%,uricp"%ts: ASPHALT PAVEMEWF NOTES: L _ Dap of asphaiFt patdt shall be a ma m uFn of 9' or -me swrle depth as flriglnal pwoemeint* whldte fr is graauar, 2. A mnomte pab:h an asphalt pawanent may be allowed try the I Erlglrteer LF than fmd as m:hediged to be rebahalrtab2d In the TKw future or other like cimjrrw#a DR& }�� ytiyyyi I MAtrrr!l��fi cr+ NOl-E'S' 1 � [_ Teffilmory Pawh: If d is not pos9ehlef dUE tv YINO er coradthon5r for the conhaetvr I Teplace the N0. �= r pa,remaiTt wrdTln 24 tta,rs faAolnrtrag badd5111ng of cTJt, a cotiaJ se aggregate bass B'EE* P E 1060 9510 _ *' _ thL& cow a void awhaltrc sJrfam aF4" dell be applied and arnaarrltairmd as a STATE OF Lemq glary pia rh wvhl penrrianent rlepimra ran be mr� ade. When 1:erripeJre falls below� +�� 4 M"F within Y2 hour rye Tirne. mniiae tG be wed sail be 7 hag wf 2% a•xEleat _ � '+J��'�1� �t� •�� ti; SuEh ternporaiy pau les shall :fie rah aoed wrth pennanertt repairs rro later Clan May 1 d the Following year. �f�ff++a�J�`aY�i�L4►►����,Z z All ut11rtFEi nviEr be loci pxiClr t3 making pavaTiE it cut. REF STD SPEC SEC 2-6 a , P.E_ �a'z ARMC NED,'R.EOSED EL'y TM SOAJRD OF nNILK W13113L5 E71151 i4E DATE_ Zile 2k Z011.8 ##+ t. CITY OF SOUTH BENCH Item Revisi or; ed Date j %% : -STAN1 DADS FOR Dr�1GN AND CONISTFRUCrION STAl DARD PAVEMENT PATCHING AND LMLM CENTS - ASPHALT 2-43 12111211 Varies 121112" 1 z HMA Surface Asphalt Milling, 3 z HMA Base 1 111 Z Sawcut Sawcut ,--SIN 36" No. 4 Bar 18" o.c. PCCP for Patching, 7" • INDOT Type 4 Removable Flowable Fill Exist. Asphalt Pavement, 5" Exist. Concrete Pavement, 7" PAVEMENT PATCH COLLECTOR S TREE T (NOT TO SCALE) c -a > � Wm=C 0 0 0 : d N N > O U 0 4 0 i Q Q M:C C = C c 06�I� �3 0 (D 0) m U_ V = LU Z O H z 2 co O U d m- O U z � 4< Z O O 2 12 C)i d r, v � COOS N � g ca N N E _ 1 -0 `; 00 Li ,n M N H iL O o U Vm J a v�00 LLJ Z Z H W Q i � ~ m aaCLH � Z H a Z Z �rrann� W V N V LU O M; DRAWN BY: MSS DESIGNED BY: MSS PM REVIEW: RTN QA/QC REVIEW: DATE: 4/b/2023 SEAL T , 0�rr+ .` No. 60016991 3 0 ' STATE DF Q kI n►rrrnllti►►► SIGNATURE:: DATE: 07-01-2024 SCALE: HORZ: 1"=20' VERT: ACI JOB # 24-0068 SHEET NO. 11 of 15 4'x4' Min. Turning Space A t to Building) 1/2" Preformed Joint Filler U1 ;z U, 1/2" Preformed Joint Filler 0 -0 cD Un � J B 0 00 3 B X 12:1 00000 12'1 000000000000 000000000000 o°o°o°o°o°o° 0 0 0 0 0 0 I L I I AI I I L _ _ _ _ J 4'X4' Clear Space PERPENDICULAR CURB RAMP ADJACENT NON -WALKABLE SURFACE ax. Slope=7.° See Note 7 ding 24� � Pavement SECTION A -A NOTES SECTION B-B 1. Class "A" concrete to be used in all walks and approaches. 2. Proper compaction per INDOT Standard Specification Section 604 (Paragraph 604.03(b)) is required for all walks, approaches and ramps. 3. These dimensions are based on a 6" curb height. They shall be proportionally adjusted for other curb heights. 4. The bottom edge of the curb ramp shall be flush with the edge of adjacent pavement and gutter line. 5. Landing areas at the top of the curb ramps shall have maximum cross slope of 1.5% in any direction. 6. Drainage inlets should be located uphill from the curb ramps to prevent water ponding within the pedestrian access route. 7. Algebraic difference in grade between the base of curb ramp and the gutter shall be less than 11%. If this is not practical a 2'-0" wide level strip shall be provided. 8. Minimum width of curb ramp is 4'-0". 9. Under restrictive conditions, additional details and design modifications may be required and subject to approval by City. -owe 50%-65% of Base Diameter Base Diameter 0.2" 0.9" Min. 1.4" Max. �211 SECTION A -A Detectable Warning Surface Integral Curb C a A 1 ° a ° ° 15" 1 'Pavement a 6 -8 or Gutter Concrete Base oTyp a j ti TYPICAL RAMP AND TRUNCATED DOME CONSTRUCTION DETAIL � - 0ice-, -O-O-O- TRUNCATED DOMES 7.5% Max. 5.0% Max. Counter Slope Ramp 24" Level Strip 24" Curb as Required, may Min. be Monolithic with Level Strip CHANGE IN GRADE > 11% NOTES 1. Detectable warning surface shall consist of truncated domes and shall be aligned in a square or radial grid pattern. Where truncated domes are arrayed radially, they may differ in diameter and center -to -center spacing within the ranges specified. 2. The detectable warning surface shall be manufactured to fit the radii. Field cutting shall not alter the truncated dome spacing between the adjacent panels outside of the allowable range. 3. The detectable warning surface shall contrast visually with adjacent surfaces, either light -on -dark or dark -on -light. 4. The detectable warning surface shall extend a minimum of 2 ft. in the direction of pedestrian travel and extend the full width as shown. The detectable warning surface shall not be placed across a grade break. 5. The maximum counter slope of the gutter or street at the bottom of the ramp shall be 5.00%. Where the algebraic difference between the running slope and the counter slope exceeds 11%, a 2-ft. minimum level strip should be provided at the bottom of the ramp. 6. Where the concrete border is used for forming, the border shall be cast monolithically with the curb ramp concrete. The concrete border shall not exceed 2 in. within the ramp width. 7. Where forming other than a concrete border is used, the edge restraint shall not encroach upon the ramp width. 4MP, TYPE A SIDEWALK CURB RAMP, DETECTABLE WARNING SURFACE SCALE. 114" = 1'-0" (NOT TO SCALE) SECTION 6 - TRAFFIC AND LIGHTING m m Lmi3 Fir � t{�h'l71GGE - - Oi dllh 3" d: Cor rut>ti- TYPICAL LOOP DETECTION CEO LANES} smug .W „K EIS Loon Sroumi if ■ * JQ1+4 Wmn * S on vs LOOP SAW -CUT DETAIL SECTION B-B I�■�■IIIIII�' 1. Ca :fo- can rr }c, DETAIL " W �X455yy51I I H I I rtr++ �� •80{ fir s REImMo NCIITES` Is STATE OF L 4�tiz L TIC 2 Ft d�n[Ja h�hsd p F t}�I depemkg on Ehe mtyse rlrn f f+* } a kap can be in frmt afthe slop lir4e 2. Ui2p(s) shA be aenkffPd tra. ghr r� In the travel 3aine. }�f��l�+�++ 3 The gw slot Irnr mhe line Pram dEt!aw haustrag la thz droular Imp shall be 1-1411 apprixitlmateff perperiumL3r to ne urgenkaf @re foap at the pem* of trterseema REF STD SPEC SEC 6-3 _ ICa?a PE. Da ,P?R9JR£YJSED BY THE 5DARD OF -EF=FECTP:EDATE. Jit(e26.Wl6 ' CITY OF SOUTH BEND Item RevlsiDn :w rcnc�G Date . _: ' �il _ 7TANDAFZ15 FDIC DE_ 3H'3N - AND CDN-SrRLJMON r57ANDAAD SIGNAL - ACTUATION (LOOP DETECTORS) 6-6 22" Min. at Base Sawcut by contractor or Mill I r/Z' Type II (6" Comp. Agg. No. 53) J 6" SECTION 2 - STREETS AND PATHS `` ��iP M BoY� �'% ; K6\STQ FS No. • - PE10809510 = • NOTES: STATE OF 1. All curb to be constructed of class "A" concrete. 2. Control joints to be placed every 10'. 3. Expansion joints to be placed every 80' or as specified on construction drawings. '/i,' `S/ONAL �- \\\\� 4. Curb placed as standard curb with separate poured gutter. Place surface 22" from face 0111 i i I WOE of curb at a depth of 1 %2" or curb and gutter can be placed monolithically. O�t,• 6/26/18 REF STD SPEC SEC 2-2 Kara . Boyle , Ph.D., P.E. Date APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS THp� EFFECTIVE DATE: June 26, 2018\. CITY OF SOUTH BEND Item Revision Approved Date �' %a✓ STANDARDS FOR DESIGN -- AND CONSTRUCTION STANDARD DETAILS - MODIFIED COMBINATION CURB AND GUTTER 2- I w I SECTION 2 - STREETS AND PATHS ainage Structure Pay Limits include Sidewalk to Expansion Joint A B B B B B A B I ALLEY APPROACH - PLAN L L/2 L/2 �y �1 --- _ a m LEGEND Expansion Joint - Full Joint 8" Typ. © Contraction Joint w Width ALLEY APPROACH L Length SECTION A -A NOTES: 1. Class "A" concrete to be used in all approaches. 2. Radii as specified. INDOT3. Sidewalk as per Standard 4. 5. required onapproach center when W is 12 ft. or more. Contraction oiintsre "Curing Concrete" - As per INDOT Standard Specifications Section 501 (Paragraph 501.20) immediately use a curing compound (white membrane only accepted cure). 6. Concrete forms shall be at least as high as the thickness of the item shown. Lumber =g 0 of nominal dimensions shall not be used if less than the design thickness. - - = - = • - = • PE10809510 7. All approaches shall require proper compaction, as per INDOT Standard = -p ; Specifications Section 207. �� =; STATE OF 8. Blankets shall be utilized on concrete when temperature is expected to fall below 500 F. ��iSS/ONALI\���`��\\\\ 9. Radii may be reduced to 20' if travel way is separated by parking. Iliiil REF STD SPEC SEC 2-2 Kara . Boyle , P .D., P.E. Date APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS EFFECTIVE DATE: June 26, 2018 04', sFti� CITY OF SOUTH BEND Item Revision Approved Date �STANDARDS FOR DESIGN AND CONSTRUCTION STANDARD DRIVES AND APPROACHES - URBAN ALLEYS 2-27 NO. 1 I REVISION DESCRIPTION: ADDED CITY DETAILS BY: JCS I DATE:8/16/24 W N CJ) co _ L= a 0 U o Q 0 Q =c c= a� o v7} = c D a) c3' - a_0 c CD a)o co L w Z z 0 Ca 07oWz O Zmo mO Z � moa) \ � oo a)c(0 3 } v v 0 M v>rri p U U� m Q v� Z 0 0 � Z y W Q i ~ Q Q H CL Zvn0 Q Z Z W V V U w O IL MCI w J H H H W W _ N DRAWN BY: MSS DESIGNED BY: MSS PM REVIEW: RTN QA/QC REVIEW: DATE: 4/6/2023 SEAL T . V4'rr�,,�f�i .` No. 60016991 STATE OF J i SIGNATURE: DATE: 07-01-2024 SCALE: HORZ: 1 "=20' VERT: ACI JOB # 24-0068 SHEET NO. 13of15 PROPOSED LAYOUT PROPOSED ELEVATIONS: 2086 (PERIMETER STONE INCLUDED) TOP OVER STONE INCLUDED) 24" x ASE STONE INCLUDED) 12" I: 3 x ISOLATOR ROW PLUS (SEE DETAIL) PLACE MINIMUM 12.50' OF ADSPLUS625 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SUMP DEPTH TBD BY SITE DESIGN ENGINEER 24" 600 mm MIN RECOMMENDED INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT 721 NOTES *INVERT ABOVE BASE OF CHAMBER 7 PART TYPE TEM L_AYOU AY DESCRIPTION INVERT*MAX FLOW 7 12" BOTTOM PREFABRICATED EZ END CAP, PART#: SC310ECEZ / TYP OF ALL 12" BOTTOM 7 PREFABRICATED EZ END CAP A CONNECTIONS AND ISOLATOR PLUS ROWS 0.90" FLAMP B INSTALL FLAMP ON 12" ACCESS PIPE / PART#: SC31012RAMP 7 MANIFOLD C 24" x 8" ADS N-12 (24" PIPE) -12.68" 24" x 8" ADS N-12 (8" PIPE) 3.50" 128.68' MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE. DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. INSTALL FLAMP ON 12" (300 mm) ACCESS PIPE PART#: SC31012RAMP SC-310 CHAMBER 12" (300 mm) HDPE ACCESS PIPE REQUIRED USE EZ END CAP PART #: SC310ECEZ SC-310 ISOLATOR ROW PLUS DETAIL NTS A. INSPECTION PORTS (IF PRESENT) A.I. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 0 SC-310 END CAP _N GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS SC-310 TECHNICAL SPECIFICATION NTS 85.4" (2169 mm) INSTALLED LENGTH a BUILD ROW IN THIS DIRECTION START END OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) LI.J Q 0 U Lu O (i 0- a U) z � � o 15.6" 16.0" ZLI L (396 mm) (406 mm) Y Q w W 9.9" 34.0" Irly (251 mm) (864 mm) U NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm) CHAMBER STORAGE 14.7 CUBIC FEET (0.42 ml) MINIMUM INSTALLED STORAGE` 31.0 CUBIC FEET (0.88 m') WEIGHT 35.0 lbs. (16.8 kg) *ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS A � A B c PRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR" PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PRE CORED END CAPS END WITH "PC" PART # STUB A B C SC31OEPE06T / SC31 OEPE06TPC 6" (150 mm) 9.6" (244 mm) 5.8" (147 mm) --- SC310EPE06B / SC31 OEPE06BPC - 0.5" (13 mm) SC31 OEPE08T / SC31 OEPE08TPC 8" (200 mm) 11.9" (302 mm) 3.5" (89 mm) --- SC310EPE08B / SC31 OEPE08BPC --- 0.6" (15 mm) SC310EPE10T / SC310EPE10TPC 10" (250 mm) 12.7" (323 mm) 1.4" (36 mm) SC310EPE10B / SC310EPE10BPC --- 0.7" (18 mm) SC310ECEZ* 12" (300 mm) 13.5" (343 mm) --- 0.9" (23 mm) ALL STUBS, EXCEPT FOR THE SC310ECEZ ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC310ECEZ THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL II ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE 'C' PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. LAYER. AASHTO M145' BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE TOP OF THE GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR A-1, A-24, A-3 THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN PROCESSED AGGREGATE. 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE OR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS PROCESSED AGGREGATE MATERIALS. ROLLER GROSS LAYER. LAYER. AASHTO M43' VEHICLE WEIGHT NOT TO EXCEED 12,000 Ibs (53 kN). DYNAMIC 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 FORCE NOT TO EXCEED 20,000 Ibs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' B FOUNDATION STONE (W LAYER) TO THE 'C' LAYER ABOVE. OR RECYCLED CONCRETE5 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE? 3 THE FOOT (BOTTOM) OF THE CHAMBER. OR RECYCLED CONCRETE5 3, 357, 4, 467, 5, 56, 57 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS'A' OR'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PERIMETER STONE (SEE NOTE 5) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) Mll` KinTPc- 3C-310 ND CAP SUBGRADE SOILS (SEE NOTE 4) 6" (150 mm) MIN PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 6" (150 mm) 18„ 8' MIN ( (450 mm) MIN* MAX) 16" **THIS CROSS SECTION DETAIL REPRESENTS (405 mm) MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN 12" (300 mm) TYP 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 400 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 5� G `W 1 Cn Mj W J rW V z 06 U) z rQ V U_ G C) z MW W �O U) O U 2 U W ® O s U) u E - /+ - (n � 0')L (.0 N O E 00 00 00 W U °° MJ N W O co Z ;I- �0It W ti ti Qi J O (D= 00 Lu Q z Lu U) Lu U) Ww 1- 2 w U wry _ O D w 0- W Of ry W U =w 00 W O� W p W Z Lu a Z_ u) (D z ZO W H za Ur J U (D W W p � W U H Lua W J = I.-LU LL co Oa Z U O J 1--� U< a W J p a W = W I--- W W J p Q p W U) p p p a OW I— Q 0 U p0 of J 0- J Z a Op z a a 2p w W O~ ILL C) Z W Z p O p Lu U U p m p0 o� W 0- tY aw d 2 W H as Z= W W W m ry U) p =Z (, W Z 0 Q W- ! W p W Z U) U 2 Z H W 1 SHEET 14 OF 15 PROPOSED LAYOUT PROPOSED ELEVATIONS: 1222 (PERIMETER STONE INCLUDED) TOP OVER STONE INCLUDED) 24" x ASE STONE INCLUDED) 12" I! 3 x ISOLATOR ROW PLUS (SEE DETAIL) PLACE MINIMUM 12.50' OF ADSPLUS625 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SUMP DEPTH TBD BY SITE DESIGN ENGINEER 24" 600 mm MIN RECOMMENDED INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT 733.28 PART TYPE 727.28 726.78 PREFABRICATED EZ END CAP 726.78 FLAMP 726.78 726.28 MANIFOLD 71.74' NOTES A B C *INVERT ABOVE BASE OF CHAMBER DESCRIPTION NVERT MAX FLOW 12" BOTTOM PREFABRICATED EZ END CAP. PART#: SC310ECEZ / TYP OF ALL 12" BOTTOM NSTALL FLAMP ON 12" ACCESS PIPE / PART#: SC31012RAMP !4" x 8" ADS N-12 (24" PIPE) 14" x 8" ADS N-12 (8" PIPE) 0.90" 3.50" MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE. DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. INSTALL FLAMP ON 12" (300 mm) ACCESS PIPE PART#: SC31012RAMP SC-310 CHAMBER 12" (300 mm) HDPE ACCESS PIPE REQUIRED USE EZ END CAP PART #: SC310ECEZ SC-310 ISOLATOR ROW PLUS DETAIL NTS A. INSPECTION PORTS (IF PRESENT) A.I. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 0 SC-310 END CAP _N GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS SC-310 TECHNICAL SPECIFICATION NTS 85.4" (2169 mm) INSTALLED LENGTH a BUILD ROW IN THIS DIRECTION START END OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) LI.J Q 0 U Lu O (i 0- a U) z � � o 15.6" 16.0" ZLI L (396 mm) (406 mm) Y Q w W 9.9" 34.0" li (251 mm) (864 mm) 0 U NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm) CHAMBER STORAGE 14.7 CUBIC FEET (0.42 ml) MINIMUM INSTALLED STORAGE` 31.0 CUBIC FEET (0.88 m') WEIGHT 35.0 lbs. (16.8 kg) *ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS A � A B c PRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR" PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PRE CORED END CAPS END WITH "PC" PART # STUB A B C SC31OEPE06T / SC31 OEPE06TPC 6" (150 mm) 9.6" (244 mm) 5.8" (147 mm) --- SC310EPE06B / SC31 OEPE06BPC - 0.5" (13 mm) SC31 OEPE08T / SC31 OEPE08TPC 8" (200 mm) 11.9" (302 mm) 3.5" (89 mm) --- SC310EPE08B / SC31 OEPE08BPC I --- 1 0.6" (15 mm) SC310EPE10T / SC310EPE10TPC 10" (250 mm) 12.7" (323 mm) 1.4" (36 mm) I --- SC310EPE10B / SC310EPE10BPC 1 0.7" (18 mm) SC310ECEZ* 12" (300 mm) 13.5" (343 mm) --- 1 0.9" (23 mm) ALL STUBS, EXCEPT FOR THE SC310ECEZ ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC310ECEZ THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL II ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE 'C' PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. LAYER. AASHTO M145' BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE TOP OF THE GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR A-1, A-24, A-3 THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN PROCESSED AGGREGATE. 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE OR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS PROCESSED AGGREGATE MATERIALS. ROLLER GROSS LAYER. LAYER. AASHTO M43' VEHICLE WEIGHT NOT TO EXCEED 12,000 Ibs (53 kN). DYNAMIC 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 FORCE NOT TO EXCEED 20,000 Ibs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' B FOUNDATION STONE (W LAYER) TO THE 'C' LAYER ABOVE. OR RECYCLED CONCRETE5 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE? 3 THE FOOT (BOTTOM) OF THE CHAMBER. OR RECYCLED CONCRETE5 3, 357, 4, 467, 5, 56, 57 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS'A' OR'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PERIMETER STONE (SEE NOTE 5) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) Mll` KinTPc- 3C-310 ND CAP SUBGRADE SOILS (SEE NOTE 4) 6" (150 mm) MIN PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 6" (150 mm) 18„ 8' MIN ( (450 mm) MIN* MAX) 16" **THIS CROSS SECTION DETAIL REPRESENTS (405 mm) MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN 12" (300 mm) TYP 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 400 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. O U 2 U w ® O s - o /+ - (n � rn L N N O E 00 00 00 W U °° MJ N W O co Z ;I- �0It W ti ti Qi J O (D= 00 LU Q z w U) Lu w U) Ww 1- 2 w U wry _ O D ofw 0- W ry Of W U =w 00 IY of Ow IY p w Z Lu a Z_ u) (D z ZO W H za Ur J U (D W w p cr W U H Lua W J = W I.- LL co Oa z U O J U tZ W aJ p a W = w � w w J p Q p W U) p p p a OW I— Q 0 U p0 X J 0- J Z a Op z a a 2p w W O~ ILL C) Z W z p O p wU U p m p0 o� W 0- tY aw d 2 W H as Z= W w w m ry U) p =Z (, W Z 0 Q W- !Y W p W Z U) U 2 Z H W 1 SHEET 15 OF 15 EXHIBIT A DEDICATED IMPROVEMENTS SEE ATTACHED PLANS ZMABONMARCHE Engineering • Architecture • Land Surveyinc St. Joseph County/South Bend Michigan St. and Angela Blvd. Michigan and Angela Public Water Service Construction Estimate October 22, 2024 Right of Way Work Description Quantity Unit Unit Price Cost 1. Construction Engineering 1 LS 2% $1,126 2. Mobilization and Demobilization 1 LS 5% $2,680 3. Water Main, 8" DIP 290 LIFT $90.00 $26,100 4. Tapping Sleeve and Valve 2 EA $12,000.00 $24,000 5. Service Taps, 1" 7 EA $500.00 $3,500 Subtotal $57,406 Contingency 25% $14,351 TOTAL: $72,000 Page 1 of 1 EXHIBIT A DEDICATED IMPROVEMENTS SEE ATTACHED PLANS '0000000138501195-1147004172025* IRREVOCABLE LETTER OF CREDIT Borrower: SHERMAN PARTNERS SB, LLC Lender: Renasant Bank a Tennessee limited liability company CML NSH CRE NASHVILLE MAIN WEST END 605 WESTVIEW AVE. 1820 WEST END AVE NASHVILLE, TN 37205 NASHVILLE, TN 37203 (877) 367-5371 Beneficiary: CITY OF SOUTH BEND 227 W.JEFFERSON BLVD. SOUTH BEND, IN 46601 NO.: 4536 EXPIRATION DATE. This letter of credit shall expire upon the earlier of the dose of business on 04-17-2026 and all drafts and accompanying statements or documents must be presented to Lender on or before that time, or the day that Lender honors a draw under which the full amount of this Letter of Credit has been drawn (the "Expiration Date"). AMOUNT OF CREDIT. Lender hereby establishes at the request and for the account of Borrower, an Irrevocable Letter of Credit in favor of Beneficiary for a sum of Seventy-two Thousand & 00/100 Dollars ($72,000.00) (the "Letter of Credit"). These funds shall be made available to Beneficiary upon Lender's receipt from Beneficiary of sight drafts drawn on Lender at Lender's address indicated above (or other such address that Lender may provide Beneficiary in writing) during regular business hours and accompanied by the signed written statements or documents indicated below. WARNING TO BENEFICIARY: PLEASE EXAMINE THIS LETTER OF CREDIT AT ONCE. IF YOU FEEL UNABLE TO MEET ANY OF ITS REQUIREMENTS, EITHER SINGLY OR TOGETHER, YOU SHOULD CONTACT BORROWER IMMEDIATELY TO SEE IF THE LETTER OF CREDIT CAN BE AMENDED. OTHERWISE, YOU WILL RISK LOSING PAYMENT UNDER THIS LETTER OF CREDIT FOR FAILURE TO COMPLY STRICTLY WITH ITS TERMS AS WRITTEN. DRAFT TERMS AND CONDITIONS. Lender shall honor drafts submitted by Beneficiary under the following terms and conditions: When accompanied by a signed statement from an authorized representative of CITY OF SOUTH BEND stating that SHERMAN PARTNERS SB, LLC has failed to honor their contractual agreement with CITY OF SOUTH BEND (Beneficiary), its subsidiaries and affiliates. Upon Lender's honor of such drafts, Lender shall be fully discharged of Lender's obligations under this Letter of Credit and shall not be obligated to make any further payments under this Letter of Credit once the full amount of credit available under this Letter of Credit has been drawn. Beneficiary shall have no recourse against Lender for any amount paid under this Letter of Credit once Lender has honored any draft or other document which complies strictly with this Letter of Credit, and which on its face appears otherwise in order but which is signed, issued, or presented by a party or under the name of a party purporting to act for Beneficiary, purporting to claim through Beneficiary, or posing as Beneficiary without Beneficiary's authorization. By paying an amount demanded in accordance with this Letter of Credit, Lender makes no representation as to the correctness of the amount demanded and Lender shall not be liable to Beneficiary, or any other person, for any amount paid or disbursed for any reason whatsoever, including, without limitation, any nonapplication or misapplication by Beneficiary of the proceeds of such payment. By presenting upon Lender or a confirming bank, Beneficiary certifies that Beneficiary has not and will not present upon the other, unless and until Beneficiary meets with dishonor. Beneficiary promises to return to Lender any funds received by Beneficiary in excess of the Letter of Credit's maximum drawing amount. USE RESTRICTIONS. All drafts must be marked "DRAWN UNDER Renasant Bank IRREVOCABLE LETTER OF CREDIT NO. 4536 DATED 04-17-2025," and the amount of each draft shall be marked on the draft. Only Beneficiary may complete a draft and accompanying statements or documents required by this Letter of Credit and make a draw under this Letter of Credit. This original Letter of Credit must accompany any draft drawn hereunder. Partial draws are permitted under this Letter of Credit. Lender's honor of a partial draw shall correspondingly reduce the amount of credit available under this Letter of Credit. Following a partial draw, Lender shall return this original Letter of Credit to Beneficiary with the partial draw noted hereon; in the alternative, and in its sole discretion, Lender may issue a substitute Letter of Credit to Beneficiary in the amount shown above, less any partial draw(s). PERMITTED TRANSFEREES. The right to draw under this Letter of Credit shall be nontransferable, except for: A. A transfer (in its entirety, but not in part) by direct operation of law to the administrator, executor, bankruptcy trustee, receiver, liquidator, successor, or other representative at law of the original Beneficiary; and B. The first immediate transfer (in its entirety, but not in part) by such legal representative to a third party after express approval of a governmental body Qudicial, administrative, or executive). TRANSFEREES REQUIRED DOCUMENTS. When the presenter is a permitted transferee (i) by operation of law or (ii) a third party receiving transfer from a legal representative, as described above, the documents required for a draw shall include a certified copy of the one or more documents which show the presenters authority to claim through or to act with authority for the original Beneficiary. COMPLIANCE BURDEN. Lender is not responsible for any impossibility or other difficulty in achieving strict compliance with the requirements of this Letter of Credit precisely as written. Beneficiary understands and acknowledges: (i) that unless and until the present wording of this Letter of Credit is amended with Lender's prior written consent, the burden of complying strictly with such wording remains solely upon Beneficiary, and (ii) that Lender is relying upon the lack of such amendment as constituting Beneficiary's initial and continued approval of such wording. NONSEVERABILITY. If any aspect of this Letter of Credit is ever declared unenforceable for any reason by any court or governmental body having jurisdiction, Lender's entire engagement under this Letter of Credit shall be deemed null and void ab initio, and both Lender and Beneficiary shall be restored to the position each would have occupied with all rights available as though this Letter of Credit had never occurred. This non-severability provision shall override all other provisions in this Letter of Credit, no matter where such provision appears within this Letter of Credit. GOVERNING LAW. This Agreement will be governed by federal law applicable to Lender and, to the extent not preempted by federal law, the laws of the State of Tennessee without regard to its conflicts of law provisions, and except to the extent such laws are inconsistent with the 2007 Revision of the Uniform Customs and Practice for Documentary Credits of the International Chamber of Commerce, ICC Publication No. 600. This Agreement has been accepted by Lender in the State of Tennessee. EXPIRATION. Lender hereby agrees with Beneficiary that drafts drawn under and in compliance with the terms of this Letter of Credit will be duly honored if presented to Lender on or before the Expiration Date unless otherwise provided for above. ADDITIONAL RENEWAL TERMS. This Letter of Credit is valid for one year from 04/17/2025 and is automatically renewable for additional one year periods without any effort on the part of the Beneficiary at Renasant eank's option until the aforesaid contract is satisfied in full. Should Renasant Bank decide not to renew this Letter of Credit, Renasant Bank agrees to notify the Beneficiary in writing 60 days prior to expiration date, by registered mail, return receipt requested, at which time the Beneficiary can draw up to the amount then available of the Letter of Credit. IRREVOCABLE LETTER OF CREDIT Loan No: 138501195-1 (Continued) Page 2 Dated: 04/17/2025 LENDER: RENASANT BF NK A A J( /{ By: ✓� V Authori a Si ner ENDORSEMENT OF DRAFTS DRAWN: Amount Amount Date Negotiated By In Words In Figures —.--10— Caw. Pnuba— taws. -7. tots. n Rkm R—. -iR ucrnlx�axocrc mains RRm EXHIBIT A DEDICATED IMPROVEMENTS SEE ATTACHED PLANS EXHIBIT A DEDICATED IMPROVEMENTS SEE ATTACHED PLANS �® CERTIFICATE OF LIABILITY INSURANCE /Y DATE (MM/DDYYY) 7/16/2024 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 NAME: The Horton Group 340 Columbia Place PHONE FAX A/c No Ext : 708-845-3917 A/c No): 866-202-5917 ADDRESS: certificates@thehortongroup.com South Bend IN 46601 INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Amerlsure Insurance Company 19488 INSURED C&EEXCA-01 INSURER B: AmerlSure Mutual Insurance Co. 23396 C & E Excavating of Delaware, Inc. C & E Excavating, Inc. INSURER C: Evanston Insurance Company 35378 INSURER D : The Travelers Property Casualty Insurance Company 25674 53767 CR 9 N INSURERE: Elkhart IN 46514 INSURER F : COVERAGES CERTIFICATE NUMBER: 1614372304 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 INSURANCE ADDL INSD SUBR WVD POLICYNUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y CPP20978600901 7/17/2024 7/17/2025 EACH OCCURRENCE $1,000,000 CLAIMS -MADE OCCUR DAMAGE TO RENTED PREM SES (Ea occurrrence $1,000,000 MED EXP (Any one person) $10,000 PERSONAL &ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY � PRO- � LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: A AUTOMOBILE LIABILITY Y Y CA2097850901 7/17/2024 7/17/2025 COMBINED SINGLE LIMIT Ea accident $1,000,000 X BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY B D X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE CU20978621002 EX-4Y434567 7/17/2024 5/30/2024 7/17/2025 7/17/2025 EACH OCCURRENCE $ 9,000,000 AGGREGATE $ 9,000,000 DED X RETENTION $ n $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE Y WC20978631102 7/17/2024 7/17/2025 X STATUTE ER E.L. EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NIA E.L. DISEASE - EA EMPLOYEE $1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 A Leased/Rented Equipment IM20978610902 7/17/2024 7/17/2025 Limit: $350,000 Deductible: $1,000 A C Installation Floater/Temp Storage Pollution Liability IM20978610902 CPLMOL125133 7/17/2024 7/17/2024 7/17/2025 7/17/2026 Jobsite: $75,000 Limit: Storage: $30,000 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Additional insured on a primary and non-contributory basis with respect to the General Liability and Automobile Liability only when required by written contract. Waivers of subrogation applies to the General Liability, Automobile Liability and Workers Compensation in favor of the stated additional insureds only when required by written contract. Umbrella Follows Form on the referenced General Liability, Automobile Liability and Workers Compensation policies. CERTIFICATE HOLDER CANCELLATION C&E Excavating 53767 Co Rd 9 Elkhart IN 46514 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD