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HomeMy WebLinkAboutWater Main Extension Agreement - Pointe Development Proj No DP21-022 - Riverwalk 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 JAMES MUELLER, MAYOR BOARD OF PUBLIC WORKS April 8, 2025 Mr. Jim Sieradzki Riverwalk LLC 314 West Catalpa Drive, Suite F Mishawaka, IN 46545 j imkcengncustombuilders . com RE: Water Main Extension Agreement Dear Mr. Sieradzki: At its April 8, 2025 meeting, the Board of Public Works approved the above referenced agreement for the extension of public water main and a private sewer main for the Pointe Development, Project No. DP21-022. Enclosed please find the original of the agreement for your signature. Please sign and return the original 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 Sewer and Water Service Agreement ("Agreement") is made on the 8th day of _.April , 2025 by and between the River Walk, LLC ("Owner") located at 314 W Catalpa Dr, Ste F, Mishawaka, IN 46545 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 0.98 of acres located at the NW corner of Northside Boulevard and St. Peter Avenue for a Residential Subdivision that includes 13 lots; and will be constructed on a redeveloped brownfield site. 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 1-13 in this development that the sanitary and storm sewer system servicing the respective Lots 1-13 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, 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 9 shall be a material breach of this Agreement. 10. System Development Charges . ee...... e!nse�s�sress .. �i�sss!�ls�ire!�esm iers�sse!� I�TI•.S�Iil9!!l�l.i—. l.ilyA9/l!l��l�� -I..T�.I .14.I.i\�Iwsgi[l e r•Llf \ f�LT_'• [K.!!\%lA�l��/��5.7'It•��A]!L�1�1����I �'!t•t•� �R![�14 %��\�J .� UK I 1 / .1.<..SA...:�i....�,�a.a.A.. a..a�..0 Iw.r...r..w�.i..�......\I.�\�.���n.....r...'s0.: i.r,...�.or �w�....��.�..,..1 •l�t...�..5 S..• R.S J./.S.[ISOS./5�../tom./.S.IAROS./5�..�...9\S��.I � � �.LT�.I �\1..SS9.SS.TIeS.S 1 mlesiS.r. -...M. 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. 18. Time Time is of the essence of this Agreement. 49. 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 dulv 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 VaLa Elizabeth A. Maradik, President Gary A. Gilot, Member Murray L. Miller, Member Joseph R. Molnar, Vice President Breana(MMiicou, Member � /� Attest: Theresa M. Heffner, Clerk Date: April 8, 2025 EXHIBIT A DEDICATED IMPROVEMENTS SEE ATTACHED PLANS PROJECT. 1:1 SEWER 0 WATER 1:1 TRAFF C 1:1 STREET 11 OTHER THE POINTE AT RIVERWALK TOWNHOMES 'D City Project No. DP21-022 APPROVED BY RECOMMENDED BY CITY OF SOUTH BEND, INDIANA CITY STAFF BOARD OF PUBLIC WORKS Elizabeth A. Maradik, President Gary A. Gilot, Member Murray L. Miller, Member Joseph R. Molnar, Vice President Breana Micou, Member Attest: Theresa M. Heffner, Clerk Date: April 8, 2024 KARA BOYLESV Ph.D., P.E. DATE 2/17/2025 CITY ENGINEER 02/17/2025 YACOB KLOS/IINSKI ASSISTANT CITY ENGINEER 02/ 14/2025 KEN SMITH KYLE LUDLOW WATER WORKS 2/14/2025 CONSTRUCTION MANAGER STANDARD DRAWINGS I TABLE OF CONTENTS STANDARD DRAWINGS NOT INCLUDED IN PLAN DETAILS Co.0 Cover Sheet & Index 2-28 Residential Sidewalk C1.0 Existing Conditions & Removals Plan 5-1 Tapping Requirements C2.0 Site Layout Plan C2.1 Intersection Site Distance Plan C3.0 Grading & Drainage Plan C3.1—C3.2 Section Views C4.0 Utilities Plan C5.0 Lighting Plan C6.0 Landscape Plan C7.0—C7.3 Construction Details C8.0—C8.3 Storm Water Pollution Protection Plan :■ABONMARCHE CITY OF SOUTH BEND, INDIANA, PREVAILING SPECIFICATIONS LATEST EDITION, So W.hBend,rIN4Blvd. enton6601 Ft. Waynerbor SPortae outh Bend T 574.232.8700 Goshen South TO BE USED WITH THESE PLANS. F 574.251.4440 Hobart Valparaiso Haven abonmarche.com Lafayette COPYRIGHT 2024 - ABONMARCHE CONSULTANTS, INC. Engineering - Architecture' Land Surveying PLANS PREPARED FOR: City of South Bend County —City Building, Suite 1400 S., 227 West Jefferson Boulevard South Bend, Indiana 46601 lc% — 4�?1 1-14-2024 JOHN W. LINN DATE PROFESSIONAL ENGINEER NO. 19400322 VV No. 194003?7 g STATE OF .y FINAL SITE DEVELOPMENT PLANS THE POINTS AT RIVER WALK TOWNHOMES ST,, PETER STREET., SOUTH BEND., INDIANA SECTION 12, TOWNSHIP 37 NORTH, RANGE 2 EAST, PORTAGE TOWNSHIP, ST. JOSEPH COUNTY, INDIANA Miner 5t. 3 Mint 5t. 1� 1 mCedar St. r� �-° � (f Madison St. z 0 F Matllson St. 1 ray r ra Mclflnley Ave. r� SOUTH BEN E La Salle Ave. m E La Safe Aft, °' 3 h P, C City Hall Cc. Ln a U W Colfax Ave- E Colfax Ave. W Washington St, E *ashingt W Jefferson 61vd, ,��. fllvd• E Jefferson Blvd. �m r Wayne W Wayne St. PROJECT SITE S vv western Ave. L" -9 $unnym 9 �' Ln _ 'f FT E Monroe St. Ln u a. ^s N W South St. 0 E South St. u, r a © �7 lip Wa i l ST. - Ili � E Tutt St. E Sample St. E Sample St. W Sample St. SOURCE. MAPQUESI VICINITY MAP SCALE. 1 "=1, 000' UTILITY CONTACTS Gas NIPSCO 1039 East Pennsylvania Avenue, South Bend, IN 46601 Contact: Jody Davis (574) 284-2246 Electric Indiana Michigan Power Company 2929 Lathrop Street, South Bend, IN 46628 Contact: Bob Strasburg (574) 236-1653 Telephone AT&T 307 South Main Street, South Bend, IN 46601 Contact: Dennis Bunch (574) 237-8380 Fiber Choicelight Optics 130 South Main Street, South Bend, IN 46601 Contact: Mary Jane Headman (574) 968-5432 Sewer, City of South Bend Department of Public Works Streets 227 W. Jefferson Blvd., #1300N, South Bend, IN 46601 Contact: (574) 233-0311 Water City of South Bend Water Works Department 125 W Colfax Avenue, South Bend, IN 46601 Contact: (574) 235-9464 Cable Comcast 1920 E McKinley Avenue, Mishawaka, IN 46545 Contact: Jay Costello (574) 789-1039 OWNER/DEVELOPER Riverwalk LLC 314 West Catalpa Drive, Suite F Mishawaka, IN 46545 (574) 286-61 18 Contact: Jim Sieradzki jim@centurycustombuilders.com SURVEYOR/CIVIL ENGINEER Abonmarche Consultants, Inc. 315 West Jefferson Boulevard South Bend, IN 46601 (574) 232-8700 Contact: John Linn jlinn@abonmarche.com SOURCE. GOGGLE EARTH LOCATION MAP SCALE. 1 "=200' SHEET INDEX Sheet Number Description C0.0 Cover Sheet & Index C1.0 Existing Conditions & Removals Plan C2.0 Site Layout Plan C2.1 Intersection Site Distance Plan C3.0 Grading & Drainage Plan C3.1—C3.2 Section Views C4.0 Utilities Plan C5.0 Lighting Plan C6.0 Landscape Plan C7.0—C7.3 Construction Details C8.0—C8.3 Storm Water Pollution Protection Plan b BUILDINGS 1-13 FLOORPLAN / SITE REVISIONS 5 CITY LANDSCAPE COMMENTS 4 INTERSECTION SIGHT DISTANCE 3 CITY COMMENTS 2 CITY / SWPPP COMMENTS 1 REVISIONS PER CITY COMMENTS C O-0 o 0 W0o �) E� Q _°>>� 0o0> m Q 1� ii Q W m LU W 1-- 0 0 Q Z W `LU 3: W r Z 0 CL O � W W H = W H CL H U Uj LU W = W N lix Q WZ w J H H H W L N DRAWN BY: PHW DESIGNED BY: JWL PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL: W C,\srE��Q,, E No. 194006221 STATE OF ;�s%NAB SIGNATURE: DATE: 07-29-2024 SCALE: HORZ: AS SHOWN VERT: N/A ACI JOB # 1 IQ -0582 PHW 1-9-2025 PHW 10-21-2024 DEF 10-08-2024 SHEET NO. C000 PHW 09-24-2024 PHW 09-11-2024 PHW 08-28-2024 W II - 3 � \ 1 CONTROL POINT 3 FOUND MAG NAIL LF� - - - -693- - I N. 2340747.0062 \ / ----- LP \\ E.171414.6309 \ l -692 - ELEV.=694.27 \ ^6''�\ �W 83 83 - LP THE ATRIUM \ / / 300 S. ST L0� BLVD STR. RIM' 689.85 O= II /I Al,\ - ( ( �� Q��� �� IE(N)12'PVC�686.40 I \ I ` I \ I I 1v L G(aspI Enclosure .& / / Foundations. C (PP Qj1 \ vri \ 0 I I / (osph.) 6ga R6 �/ (o°' I /Q \ N 11 vvw I 1 I I < ) / 1 / I X v w ---_ LIP 0( - V " v - - -- �= ' _ - - - S89°18'31 "W 45.77'CJ Ego- 1 179.74' = - - - 02- 1000 o _ LP _ I I R1 - o � 1 \ %\ MH _ - - S85'38'42'W � - I I Q� o v / co - - - I I I c� \ l R1 R1 ,--- I I I ui v West Limit of -�- R- � / -703- - R v I M Retaining Wall R4 fr - 7 I � r-Removal R1 � � v 1 \ v N. w/ cuRe CRATE -S60°14'35"W i19.72' R3 � \ I I I Iv�i I � RIM=688.51 \ , - �� / V I / VV IE W)12"HDPE=685.66 v S-i7°55'02"W 7-6-.0 R1 �' IE )12"HDPE=685�-- O P I r SEX 12 sT. C _----------702-� �P�F,�� ���� // II o I I II R7 / STR. W/ CURB GRATE I I O II /V RIM=688.52 \' ', A A \ V A \ V A / 7 / I R5 I I 1 4 R2 IE(NW)12"HDPE--6 (l$5.83 \ \ \ I 1 � I \ LP 1 / (asp ) / Remove Dumpster / 1FMAG _ STR. W/ CURB GRATE RIM=697.17 IE(N)24 "HDPE= 685.47 IE(S)24 "HDPE= 685.42 R5 U�Ex. SIX \ \ \ \ \ \ \ \ \ \ I I I '.Ex. 8"W 698- X I WV I FOUND MAC NAIL SCI i'',','Q I I N.=2340541.0415 143 24' \ \ L �9> 69 \ \ \\ \ \ \ \ I I I I v' I I E.=171537.7961 A4.00' 68 _ A v v�� v vim` �� v ��> >�2 0 (grovel) I R5 ^ V \ I 6 / i I �= ELEV.=697.97 �f �P , , A \ \ V I I ' ', X 1 DELTA=40 '' 2"\\ CB=N49005 6"I7 Ex. 8" SAN. Ex. 8" SAN. - - TBM �\ V A \ \ \ \ / RemOVe gravel I I I I MH FMAG - V v v v v v� v v� vv CUT SQUARE ON E. \ \ \ \ \ I I I , SIDE OF LIGHT POLERIM=698.17 BASE AT NE. COR. OF \ \ \� �\ \ I I I IE(N)8"PVC=688.45 NORTHSIDE BLVD. & ST. \ \ \ ',', �� I I ',' Pavement removals in IE(W)8"PVC=688.56 LOUIS BLVD. \ \ \ \ '/ I I I ', road ROW to conform IE(E)8"PVC=688.83 ELEV.=690.66 \ \ \ \ \ \ ,' \ \ \ \ \ \ ,' R2 IE E 8"PVC=691.74 I to City of South Bend ( ) R5 I I I Standard Detail 2-48. \ �\ I I , -690 7 / R5 .90 699 9 R5 �� I I I �� �� ' > CID1 STR. W/ CURB GRATE MH Ig L ,' , 96 RIM=691.43 SET REBAR W/ RED CAP IE(SW)12 "HDPE= 687.85 �•/ \ ' ,' ,' N�3 o35'4ji "ABONMARCHE CONTROL POINT" �� /A / W ,',' W ` N.=2340553.1022 / V Ex. -6 6 ' ,' l , , � E=171245.0737 (��W4 TER 9� 4Q STR. -\E LE C RIM=691.57 LID BOLTED SHUT �� W ' LP Q� 60J W Ex. 12" ST. W MJ H � ,696 STR. � RIM= 695.76 BOT.=671.46 ENO VISIBLE PIPES] Call 811 OR 1-800-382-5544 24 Hours a Day, 7 Days a Week STR. W/ CURB GRATE RIM=696.23 IE(E)12 "HDPE= 691.23 n V m STR. W/ CURB GRATE RIM=696.30 IE(N)24 "HDPE= 684.80 n 1 E(S)24 "HDPE= 684.80 IE(W)12 "HDPE= 690.00 N WV I FCI I TBM 1 - lv CUT X ON NE T TOP FLAN( FIRE HYDRANT AT I CORNER PETER AND NORTHSIDE ELEV.=698.33 EXISTING FEATURES LEGEND 0 LP EJ CB O MH ®W ® ELEC Ex. 8" SAN Ex. 12" ST - 690 - Light Pole Catch Basin Manhole Fire Hydron t Water Valve Electric Transformer Sanitary Sewer Storm Sewer Water Main Metal Fence Overhead Electric Contour REMOVALS LEGEND Wood Retaining Wall & Foundation; ORemove R1 Fill and Compact Excavated Area to Grade R2 Remove Curb/Curb & Gutter R3 Terminate/Remove Utility Service ; See Note 5 R4 Light Pole and fixture to be salvaged and re -installed. See Sheet C2.0 ,C5.0 Sawcut at joint and Remove Concrete Paving R6 Sawcut and Remove Asphalt Pavement R7 Remove all Trees and Vegetation and root systems. GENERAL NOTES 1. Contractor shall request existing utility location prior to commencing construction. 2. Contractor shall secure all permits for work in the R.O. W. and notify The City of South Bend Public Works Department prior to commencing construction in the R/W. 3. See Site Layout Plan for exact removal limits. 4. Contractor shall remove structures, foundations, pipe, etc. as noted and fill in excavated area with clean, granular material compacted to 95% Standard Proctor. 5. Remove or abandon and cap utility lines within site to the R.O.W. as required for new construction. Contractor is to coordinate with the respective utility provider for all utility shut -offs and removals. 6. Contractor is responsible for contacting & coordinating with Others as needed to complete the Work and is responsible for including any associated costs of the Work in the Bid. 6. Contractor shall remove topsoil and stockpile the material onsite at a location approved by the Owner. 7. Contractor shall review entire plan set and notify Engineer of discrepancies found on plan for further clarification and/or revisions prior to construction. 8. Removed items shall be disposed off -site in accordance with all applicable local, state and federal codes. SCALE: 1" = 20' 0 10 20 40 C o-0 o 0 W co N Q) E� Q O 7 7 � o°> m Q 1� -0o co E 00 U �mco7 CNN E 0LOLO-0 CO Ln I.- U_ U W W 1- 0 ov) Q Z W W H W Z 0 .- _ y CL 9X W LJ H CL H LU Ln Z O _ Q CL Z� 0 ; rUn D Z V C 1-Im v�od W DRAWN BY: PHW DESIGNED BY: JWL PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL: re\ TE,�,�Q,, § No. 194006221 STATE OF o"0 s/ANAL ���� �•���\ SIGNATURE: DATE: 07-29-2024 SCALE: HORZ: 1" = 20' VERT: ACI JOB # 19-0582 SHEET NO. C1 *0 SITE PLAN CONSTRUCTION NOTES 1. Contractor shall request existing utility location from Indiana 811 prior to commencing construction. 2. Damage to public and private property shall be repaired to equal or better condition at no additional cost to the Owner. 3. No streets shall be closed or restricted without prior approval from the City of South Bend Public Works Dept.. See City standards. 4. 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. Contractor shall follow "2024 Indiana Department of Transportation Standard Specifications. 5. Exterior steps, landings and handrails to conform all applicable local and state building codes. � O \ MH � 6. Contractor shall construct sidewalks, ramps, parking spaces and ADA accessible areas in accordance with the current ADA standards. 7. Traffic sign designations shall comply with the U.S. Dept. of Transportation Federal Highway Administration "Manual on Uniform Traffic Control Devices" (MUTCD). 8. Curb radii noted are dimensioned along the face of curb. 9. 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. 10. Contractor shall prepare Record Drawings with field locations and elevations upon completion of the work for submittal to the Engineer. dace asphalt pavement shown, resulting from -b installations, :ording to City of South ,7d Standard Detail 2-48 SCALE: 1" = 20' 0 10 20 40 PROPOSED FEATURES LEGEND ❑ OA HMA Pavement OB 4" Concrete Sidewalk OC 6" thick Concrete - Op 6" Standard Concrete Curb (City of South Bend Detail 2-31) 0 8" Concrete Drive Approach per City of South Bend Standard Detail 2-25 OF 6' high Refuse Screen with Gates (By Developer) Enclosure to be masonry similar to building facade. OG Segmental Unit Wall Planter (By Developer) OH Decorative Wood Retaining Wall (By Developer) OConcrete Steps with Guardrail / Handrail (By Developer) O Segmental Unit Retaining Wall. (By Developer) OK Decorative metal Fence/Guardrail, 48" Hieght OL Vehicular Guardrail OM Electrical Transformer ON Composite Deck / Stairs on Posts (By Others) ❑--0 Proposed LED Area Light on 20' pole LPO Existing Light Pole and Fixture El Proposed Curb Inlet Proposed Storm Manhole Q; Proposed Sanitary Manhole SMH TABULATED SITE DATA PROPOSED LAND USE Area SFT Area (Acres % of Total Buildings 19,928 0.46 46.6% Asphalt Pavement 6,350 0.15 14.8% Concrete Paving/Walks 7,550 0.17 17.8% Open Space 8,900 0.20 20.8% TO TA L 42,728 0.98 GENERAL NOTES 1. Zoning District. City of South Bend U3 Urban Neighborhood 3 2. Existing Land Use: Vacant Proposed Land Use: Mixed Use - Residential J. Building setbacks U3 zoning. Front Setback - 5' Minimum, 15' Maximum Rear Setback - 5' 4. The site will be serviced by municipal sewer and water. 5. Drainage will be collected on -site and will outlet to the municipal storm sewer system via storm pipe and sheet drain age. 6. Proposed Parking: 2 Garage Spaces per unit 13 Units = 26 Spaces 7. The site shall conform to area, height and development regulations of the U3 zoning district unless proper variances are gran ted. 8. See Architectural drawings for building floor plans and elevations 9. Floodplain - According to FEMA Map No. 184141CO211D dated 0110612011, the project site is located in Zone X area of minimal flooding hazard. 10. Wetlands - According to the National Wetland Inventory Map, no wetlands are located on the subject parcel, nor on adjacent parcels. 11. See Sheet C2.1 for Street Intersection Sight Distance Triangle. C o-0 o 0 W0o �) =�Q _000 � 'n > V o a� 03 o�w m�0= o Z O -0o m-0 o a �Z� � v C) )co � mN� E � CNN 1. -0 CO U_ o ii J � Q W m W W 1- 0 0 Q H Z W W 3: W H ZOO _ y O CL W LJ H CL H 0 w 0 CL Z Q CL O Q W H a w w w DRAWN BY: PHW DESIGNED BY: JWL PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL: ���,�srE,�,�Q,, l No. 19400622 s STATE OF I '11-� SIGNATURE: DATE: 07_29-2024 SCALE: HORZ: 1" = 20' VERT: N/A ACI JOB # 19-0582 11. Contractor shall coordinate with the City of South Bend Public Works Dept. for work in the right of way, including sidewalks, utility installations, and drive approaches. SHEET NO. C2*0 / / / / SCALE: 1" = 20' 0 10 20 40 c o-0 o 0 W gym= > E�� Q D _>>� Q Q C)00 u u U N U Q Q a� �°°0° � 'E300� m(D= -0o C't °z0�� CO V U m c O (V (V E L � n 0 U-) u7 -0 CO N I.-u- Q i Q W Im Lu W H �00 Q H Z W 1— 3: W z0CL y O � W W H = W H CL H 0z ZCL 0 Lu �U UZ W Q � H W H Z DRAWN BY: DEF DESIGNED BY: JWL PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL l No. 194006221 —o 11 STATE OF SIGNATURE: DATE: 07_29-2024 SCALE: HORZ: 1" = 20' VERT: N/A ACI JOB # 19-0582 SHEET NO. C2.1 II �� O STR. \ I � ✓ / RIM=689.85 / ( ( \ ( N( IE(N)12"PV\686.40 TW.702.50 L I IE(W)12"PVC=686.30 BW.• 693.70 / I C PP I �, A 0 / TW 702.50 I Ex. 690.66 / TW.• 7 1.75 / Z 1 Ex. 690.25 69� n Ex. TC:695.80± 7� I I BW. 690.20 / / TW.• 702.50 °� BW. 6 3.80 Ex. EP: 695.50E I STR. W/ CURB GRATE BW.• 691.00 o' I Ex. TW:698.30E • \ I RIM-'697.17 O' m Ex. TR: 689.00E �� - Ex BW. 695.80± IE(N)24"HDPE=685.47 \ TW.• 703.00 TC: 702.60 - \ � � L I +J I IE S 24"HDPE=685.42 EP:702.10 TW.698.30 (� W - Ex. TR: 689.45 690 BW.• 692.00 a ( BW 696.30 \\ O M H - / �� PI TC: 701. 70 698.30 I \\ TC:702.00 TC:701.50 O `� -1" TC:702.50 TP. EP:701.50 --- EP:701.60 M� \ \ Ex. 690.16 HY �1.4% > BW.692� � C70�160 TS.702.00' Ex. 698.05 zTC:702.60 EP:702.00 °S° 701.85 Q) p/o W0EP.702.60 -_FFE: 702.15 .50 � � C. Ex. 691.66 - - 691 Cl- --------- y 703.00 �% / 702 -�C: 702.0 ` P _ - ---- Garage: co 2 TC. 702.20 _� 3.5% 699.00 9d,FI - 703.33 702.60 TR:701.70 12 TS: 703.00 Ex. 698.43 / i W/ CURB GRATE _ FFE: 703.33 _ x\ � 1.4%�� /� 702 02.75 % _ FFE: 703.15 a RIM=688.51 692 i \ ° / 03- a 12"HDPE=685.66 a / /C:702.20 s 699.00 12"HDPE=685.76 - 0 \ ----- - C: .-�MH TR: 702.70 � TC. 702.80 oc0 1 f � ` 01 _ 703.00 % ' 702.60 EP: 702.30 C: 702.3 2.2% v J \ a ` 703.10 -� Garage: x - a \ FFE: 703.15 TC.698.8051 I TW.• 695.00 D: 700.60 - 2 --- 703.33 1.3% `\ \ ° _- � 1 a ° C:702.6 ° ° 3 TS:703.00 TR- 698.30 \ BW 691.13 ° x -- ° P: 702.2 x 702.70 \ m �70 0 / C. 702.80 ° < ° C: 702.E C: 702.60 � ` II TC: 698.50 ! I STR. W/ CURB GRATE \ 6\ a J EP: 698.50 RIM=688.52 6, 703.10 9 a 1 % ° 703.00 ^�° �22% ° \\ a o co '\1 ° P: 702.5 p � a l I I IE(NW)12"HDPE-6 5.83' \ \o a x `�� TR:702.40 TC.698.60 Ex. 698.19 - Ex. 691.03 \ \ s�\ \ aA VA \ FFE: 703.33 c0 703.00 703.00 2.2% ° EP:698.60 � I P: 702.6 702700 BS.691.13 TW.700.00 ° �i ,o /� o ° Ex. 697.90 \ \ \ BW.• 697.00 a 703.00 C: 702 4 �� J I C: 698.4 II' I TW 695.13 \ _U� Garage: o OP C. 701.36 701 6g C: 698.30 BW.691.13 \ ° �� 699 \ V A V >o� �j�\ \ \ 8 Garage: 703.33 W. 702.9 % O TW.• 696.00 6, o0 0 \ 703.33 703.00 C: 700.16 M, I TC: 698.20 Bw. 691.31 9 \ \ FFE: 703.33 FFE: h° a < TC. 699.00 ° a ° EP: 698.20 Garage: C 699 86 GRADING LEGEND TW:732.50 Top of Wall Elev. TR:729.30 Structure Rim Elev. FFE:722.9 Finished Floor Elev. TC:722.42 Top of Curb Elev. EP:721.92 Finished Pavement Elev. P:722.96 Finished Pavement Elev. C:722.96 Concrete Pavement Elev. W:722.96 Finished Sidewalk Elev. TS:732.50 Top of Steps BS:729.30 Bottom of Steps 0 Ex. 722.96 Existing Elevation - - - 723 Existing Contour 722 Proposed Contour Direction of Drainage Flow & Slope D D Section Views - See Sheet C3.1, C3.2 703.33 4% 701.76 TR:698.40 Ex. 697.80 POST CONSTRUCTION kp Ex. 691.22 \ \ 6' a \ PS) \ \ 7 Garage: o o TR: 700.80 ° ° TC: 698.10 FMAG 703.33 4. 2% C: 69 .10 EP. 698.10 5% ;•, \ MAINTENANCE PROCEDURES 4.5% M Ex. 697.67 3 1 ° ° A. Gen erol �o � Garage: BS: 701.70 a 700.76 C. TR: 698.20 M H 2 FFE: Garage c 699.76 1. See Maintenance Guidelines on SWPPP Sheets In addition, gross areas shall 6' �07 TC:699.24 \ FMAG _ TBM 2. Ex. 691.71 \ �� TS: 703.33 TS:703.15 00 I R be maintained on a regular mowing cycle. Trash and debris shall be CUT SQUARE ON E. ) 9\ 703.20 FFE: BS:700.50 I ° EP:698.74 RIM=698.17 removed from seeded areas as necessary, y but monthly at a minimum. SIDE OF LIGHT POLE 9> \� D� 98 ' ° ate 6 703.33 es- 702.16 TS- 702.15 BASE AT NE. COR. OF TW.• 696.50 \ 6 \ 6 moo �° I TR: 699.50 IE(N)8"PVC=688.45 NORTHSIDE BLVD. & ST. gyy691 80 \ �� r6 s BS:700.60 5 IE(W)B"PVC=688.56 B. Storm Manhole & Inlet Structures (Site Owner's Responsibility) Loins BLVD. \ \ A ° TS: FFE: 703.33 BS: 701.16 Ex. TC: 697.91 ± IE(E)8"Pvc=688.83 1. Inspect storm manhole structures and storm inlet structures and remove ELEV.=690.66 V 69> 703.25 IE(E)8"PVC=691.74 \ A BS.700.16 Ex. EP:697.49 built-up vegetation, trash and debris - monthly (minimum) and after TR: 698.50 FFE: 703.33 W.• 692.86 ° % \ D: 700.16 TW. 696.00 6g� goo 03 is FFE: 702.33 ° 700. 0 TW�0� each storm event of 3-inches or greater. I I FFE. 70 1.- 11 11 . •. 11 • i I 2. Remove root intrusions and vegetation from structures and dry wells - as needed. J. Repair broken castings and grates - as needed. STR. W/ CURB GRATE 4. Inspect pipes located within the structures for signs of clogging or damage, RIM=696.23 IE(E)12"HDPE=691.23 repair as needed - annually (minimum). �g 703- -moo NOTE Ex. 693.07 TW 698.00 TW. 698.00 �o� 16 `-- --- Slope inside road R.O.W. TW 697.00 BW.693.50 6g� \ \� \ 700.83 a m to be 4: 1 maximum, BW.• 693.18 8W 693.75 �a \ X ��2. to \ I I Typical TW.• 698.00 / V ° V699. TR: 696.90 a ° Bw.694.05 \ 700.00 c� STR. 96 CURB GRATE GRADING PLAN CONSTRUCTION NOTES STR. W/ CURB GRATE MH \� / % % \ �% - RIM=696.30 RIM 691.43 Ex. 693.93 BS: 694.28 9sr Ex. 696. 1 \ `��' / TW.• 699.50 IE(N)24"HDPE=684.80 IE(SW)12"HDPE=687.85 TW 698.50 ° � 699.00 / I IE(S)24 "HDPE= 684. 80 1. Contractor shall remove topsoil and stockpile the material onsite at a location approved BW.• 697.50 BS.6 44.02 BW.•694.28 �9s �,� IE(W)12"HDPE=690.00 by the Owner. Place a minimum of 4 inches of topsoil on all disturbed areas outside N___ `the building and parking areas. Ex. 694.19 �Vim° ° ° • � � �- - -696 � STR. `p\x. 695.18 TW.• 698.00 \ ° ° 696- �LEc \ 2. A qualified soil testing firm approved by the Owner shall perform compaction RIM=691.57 BW.695.27 \ �� testing during construction. LID BOLTED SHUT Ex. 696.24 TW.698.50 y. ° \ 3. Prior to commencing paving operations, Contractor shall proof roll exposed subgrade \ BW.•696.33 with a geotechnical engineer or qualified representative to witness the work. Excavate LP �Fa unsuitable soil and backfill and compact with suitable material capable of supporting \ \ the anticipated loads. SCALE: 1" = 20• '4 4. Place site grading bockfill in maximum six inch lifts and compact to 100i Standard \ Proctor to the top of subgrade or in accordance with the geotechnical report. o 10 20 ao \ / � \ 5. Finished grades at building doorways shall match the building finished floor elevation, unless otherwise noted. DRAINAGE CALCULATIONS 6. Contractor is responsible for meeting ADA guidelines at sidewalks and parking areas. / I 7. Paving Contractor is responsible for adjusting all castings located in the pavement to / DRAINAGE AREA 1 finished grade. - c i Runoff is collected in an on -site storm sewer that outlets into the municipal sewer system on St. 1 - ' - Peter Street. 8. The proposed contours and spot elevations on this Drawing show grading intent only. a Contractor is responsible for confirming that the provided grading plan maintains - CL ,_ I Description Area c positive drainage to prevent ponding of water or encroachment onto adjacent _ - - 1 2 �, I, Roof/Paved 0.53 Ac 0.90 properties; and shall contact the Engineer if additional grades are needed, if the design - --"' _ o III / v) does not provide positive drainage, or if any discrepancies/conflicts are found. 13 I 10-Year 2-Hour Rainfall Event: i:2 inches hour Q10-Year : ciA : (0.90)x(2 incheslhour)x(0.53 Ac) 0.95 CFS goo \ \ g DRAINAGE AREA 2 Runoff flows overland to public R/W into the municipal sewer systems on St. Peter Street, v Northside Boulevard and S St Louis Blvd. vv %� 6 Building downspouts located on south southwest facade are piped to municipal storm s structure located in Northside Blvd. 2� 4 1 y z �� 1 \ I / Descrlp tion Area c A v Roof/Poved 0.28 Ac 0.90 Grass 0.24 Ac 0.20 V I I I Total 0.52 Ac 0.57 Ho�hside �' 25-YEAR TOTAL RUNOFF VOLUME Bid; A Descrlp tion Area c . Area 1 0.63 Ac 0.90 Area 2 0.52 Ac 0.57 6 BUILDINGS 1-13 FLOORPLAN / SITE REVISIONS PHW 1-9-20,' \ ' J Total 1.15 Ac 0.75 5 CITY LANDSCAPE COMMENTS PHW 10-21 Scale: 1" 50' 4 INTERSECTION SIGHT DISTANCE DEF 10-08 V25-Year : cdA : (0.75)x(4.9 inches/12)x(1.15 Ac) 0.35 Ac.-Ft 15,246 CFT 3 CITY COMMENTS PHW 09-24 7 ("`ITV / QUIDDD r r( KAAArKITC PWA/ nQ_11_� C 0 -0 N o c W E o > > o 0 U ° > C VU Q a� 0 0 0 a o>� o} 0 C > 0 w m�0= ° w Z N 0 Q z 0 0 co '0 U a � ZOO U m 8 a N N E > 0 V C 0 1. Cl) N H U_ U 0 Q W m W W H O0 H Q Z W 3: W 1 W Z 0 y O CL W W LJ CL H U w 0 CL w w _ DRAWN BY: PHW DESIGNED BY: JWL PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL: \\\\\\\\o"OU���X11►u�11�i�iil lllll►1i�i���ii VV re\ o� 2 § No. 194006221 -o 11 STATE OF \ I P mull 1���a������``��• SIGNATURE: DATE: 07-29-2024 SCALE: HORZ: AS NOTED VERT: N/A ACI JOB # 19-0582 SHEET NO. C3*0 710 710 705 705 700 700 695 695 690 690 685 685 0+00 0+50 1+00 1+50 2+00 SECTIONA - A Horizontal Scale: 1" : 10' Vertical Scale: 1" : 5' 715 715 710710 705 705 tLLL 700 700 695 695 690 690 685 685 0+00 0+50 1 +00 1 +50 2+00 SECTION B - B Horizontal Scale: 1" : 10' Vertical Scale: 1 " : 5' 6 BUILDINGS 1-13 FLOORPLAN / SITE REVISIONS PHW 1-9-2025 5 CITY LANDSCAPE COMMENTS PHW 10-21-2024 4 INTERSECTION SIGHT DISTANCE DEF 10-08-2024 3 CITY COMMENTS PHW 09-24-2024 2 CITY / SWPPP COMMENTS PHW 09-11-2024 1 REVISIONS PER CITY COMMENTS PHW 08-28-2024 Proposed finished grade: 699.00 Unit #1 1st Floor: 701.33 Proposed finished grade Garage Existing grade R. 0. W. Landscape Wall — TW. 698.50 — — — Proposed sidewalk Existing grade South St — — — — — � — Peter Street — — — — � Lower Floor: 692.33 Northside Boulevard Building Foundation for reference only — Typical See Architect drawings for foundation details Proposed finished grade Existing' grade Vehicular Guardrail Decorative Fence/ Pedestrian Guardrail Unit #5 1st Floor: 703.33 Patio elev. 703.16 Garage Proposed wood Concrete curb retaining wall Proposed finished grade: 700.16 ---- ---- --- ----- ---- -------- — --- ----- R.O.W 4:1 � _ ---- slope max.. _ Landscape Wall TW.• 698.00 Existing wood retaining wall Existing grade Proposed Sidewalk Existing grade i Property line Northside Boulevard — — — — — — — — — — — — — — — — ono Y v�i v�ii O VU Q N U 4 Q Q � � C � i � N O N m ii � 2 � � w Zz O Z 0 U c � o � Q 0?oo � Z m � pip N N j � M V)I.-� O v Z J a W m � H = W W H G = OO Q Z H W W � W H z0� O CL � W W H = W H H W_ Z O H U W H w DRAW PHW DESIGNED BY: JWL PM REVIEW: JWL QA/OC REVIEW: JWL DATE: 07/29/2024 SEAL: \\\\\\\\\\\\\\\\\\IIIIIIIIIIIIIIIIIo// wu+uwu��yy a \STEa Z� No. 194003l:' STATE OF /i tj SIGNATURE: DATE: 07-29-2024 SCALE: HORZ: 1": 10' VERT: 1": 5' ACI JOB # 19 - 0582 SHEET NO. C3*1 715 715 710 705 710 705 700 700 695 695 690 690 685 685 0+00 715 0+50 1 +00 SECTIONC -C Horizontal Scale: 1 " : 10' Vertical Scale: 1 " : 5' 1 +50 2+00 715 710 710 700 700 695 695 690 690 685 685 0+00 0+50 1+00 SECTION D - D Horizontal Scale: 1 " : 10' Vertical Scale: 1 " : 5' 1+50 2+00 6 BUILDINGS 1-13 FLOORPLAN / SITE REVISIONS 5 CITY LANDSCAPE COMMENTS 4 INTERSECTION SIGHT DISTANCE 3 CITY COMMENTS 2 CITY / SWPPP COMMENTS 1 REVISIONS PER CITY COMMENTS PHW PHW DEF PHW PHW PHW 1-9-2025 10-21-2024 10-08-2024 09-24-2024 09-11-2024 08-28-2024 4' high Fence/Pedestrian Guardrail Unit #8 1st Floor: 703.33 Proposed finished grade Patio: 703.16 Existing grade Proposed wood retaining wall Vehicular Guardrail Proposed finished grade: 700.16 :1 Slope ---- ---__ Proposed Grade 4: 1 slope max R.O. W. inside R.O. W.. Landscape Wal � TW.1698.25. Proposed Sidewalk Building Foundation for reference only — Typical See Architect drawings for foundation details Existing wood retaining wall Existing Grade g i Existing grade 690.16 _ St. Louis � Boulevard Garage Unit #12 1st Floor: 703.15 Patio elev 703.00 Proposed finished grade Existing grade z a VU N O � a� w Z O Z 0 U m V C � o < Q H W_ Z O H V H J H H H W W DRAWN BY: PHW DESIGNED BY: JWL PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL: \\\\\\\\�\\\\\\\\\\\\\I I I I I I I I I I 11111///j//////j/ No. 19400322 -n STATE OF 1 � s SIGNATURE: DATE: 07-29-2024 SCALE: HORZ: 1" : 10' VERT: 1" : 5' ACI JOB # 19-0582 SHEET NO. C392 710 705 700 ••r .•e, 685 �PP m H 'B GRATE W=688.51 =685.66 \ � L STR. W/ CURB GRATE RIM=688.52 9 IE(N W)12 "HDPE= 6 $5.83 6 J FFE: 703. 33 8" Storm IE 690.30 3 Note: Downspouts at \ ^� the front of all units / \ 8 to be piped to 0� � L`` municipal storm FFE: 703.33 system. Cy TBM 2 CUT SQUARE ON E. SIDE OF LIGHT POLE BASE AT NE. COR. OF NORTHSIDE BLVD. & ST. LOUIS BLVD OMH Structure #10 48" Sanitary Manhole Rim: 702.70 8" IE(E): 694.00 6" IE(S NW): 694.16 6" valve 2 6" x 8" Tee - H and plug 10 FFE: 703.33 3 5 wS Structure #2 Structure #1 48" Storm Inlet 30" Storm Inlet Rim: 701.20 Rim: 701.70 12" IE(W): 697.74 12" IE: 698.00 12" IE(SE): 697.74 6 San WS 6 IE 694.50 1 � 0.5q �� Storm - �s� �� c0 52;12 co s �`a)v 4 W 5 J 'ems i G CO O�SMH 7 FFE: 703.33 ELEV.=690.66 Stor Structure 111 48" Storm Manhole Rim: 698.50 8" IE(E): 688.50 8" IE(W): 688.50 8" IE(S): 688.15 SCALE: 1" = 20' 0 10 20 40 STR. W/ CURB GRATE RIM=691.43 IE(SW)12"HDPE=687.85 8" IE(N):688.00 STRJ RIM=691.57 LID BOLTED SHUT co Q co � / u 3 ,p V, U / 77/ Structure L9 48" Sanitary Manhole 6 Rim: 700.80 FFE: 5 8" IE(W): 691.10 703.33 FFE: 8" IE(E): 691.00 703.33 4 FFE: 703.33 Structure #3 48" Storm Manhole Rim: 702.40 12" IE(NW): 697.46 12" IE(E): 697.46 1 1 O 11 3 FFE: 702.15 12 FFE: 703.15 v O FFE: 703.15 0 13 ica 77'-12" SE Ttorm-3.5q I W > U) WS WS Proposed 1" Type K Water Service u u E u� w 3 < N UE Proposed U.G. Primary Electric Service W 1 "' I = X '� Storm Manhole 4 N ^ � I ^°° w� ° Storm Curb Inlet 0, Ex. 8" Water V (0 Sanitary Manhole `SM H \p' 46� 8" Son- cn g 3 ^ - - C00 Cleanout co MH > 3 99 ,O ^ V O MH » Ex. 8" SAN. - - HYD� Proposed Hydrant « Ex. 8" SAN @ 0.4% MH I 03 U EXISTING FEATURES LEGEND Q N STR. W/ CURB GRATE 0 LP Light Pole x 3 \� FFE: 703.33 8" ,. Storm ®7q M w 10'-8Storm n. -1.59 M H \ St01-177 ® ftft ` `� �� . Ek. wq / �`hs • w R ,[> w 3 �j Structure #8 48" Sanitary Manhole Rim: 699.50 8" IE(W): 689.18 Ex. 8" IE(E): 688.70t FFE: 702.33 1 FFE: 701.33 LFE: 692.33 f 8" Storm �-/• w IE 689.75 \ Note: Downspouts at w OAP the front of all units \ to be piped to \ municipal storm \ system. \ w • w RI10=697.17 IE(N)24"HDPE=685.47 El CB Catch Basin JV IE(S)24"HDPE=685.42 O MH Manhole Note: Downspouts Structure 14 - Fire Hydron t at the front of all to nLn`` 48" Storm Inlet t ® w Water Valve units be piped W ® ELEC Electric Transformer to municipal storm Rim: 698.30 system. 8" IE(N): 695.00 Ex. < 12" ST < Existing Storm 12" IE(W): 694.80 Ex. 8" SAN 3 12" IE(S): 694.80 Existing Sanitary �• V I Structure �5 Ex. WATER W Existing Water _ 48" Storm Inlet PROPOSED UTILITY LEGEND Rim: 698.40 12" IE(N): 694.60 > Proposed solid Storm Pipe //W,/ 12" IE(SE): 694.60 » Proposed 8" Sanitary Main SS Proposed 6" Sanitary Service Lateral ater _ _ W Proposed 8" Water Main V STR. RIM=698.17 IE(W)8"PVC=688.56 N8"PVC=688.45 v IE PROPOSED UTILITY KEYNOTES IE(E)8 "PVC= 688.83 V IE(E)8"PVC=691.74 ED-O Proposed LED area Luminoire mounted on 20' I Structure �6 pole -see Lighting Plan Sheet C6.0 48" Storm Manhole 1 O Proposed 8" D.I.P. Water Main to be public with an easement N v v Rim: Rim: 698.20 to be provided to the City of South Bend. Install using i IE698694.37 materials and methods per the City of South Bend 12" IE(S): 694.35 Construction Standards and Specifications. Field verify existing water line locations and sizes prior to construction. v 4'-12" Storm v -5.07 STR. W/ CURB GRATE RIM=696.23 O Proposed Hydrant Assembly and valve connection. Install IE(E)12"HDPE=691.23 using materials and methods per the City of South Bend I V 12"IE (W):692.23 Construction Standards and Specifications. 3 Ex. 12" ST. O Proposed 6" SDR35 Sanitary Service Lead. Install at 1% Q > > W minimum slope and to City of South Bend Construction V Standards and Specifications. Verify utility connection location STR. W/ CURB GRATE and elevations at building with Architectural and plumbing RIM= 696.30 "HDPE= plans. IE(N)24 684.80 U) V IE(S)24"HDPE=684.80 O Proposed Sanitary, 8" SDR35 pipe to be privately owned and 3 N IE(W)12"HDPE=690.00 maintained by the H.O.A. and to be inside private easement. Install at 0.40% minimum slope. Install using materials and ® Existing W V methods per the City of South Bend Construction Standards ELEC Hydrant and Specifications. Maintain minimum 18" vertically and 10' Structure '17 horizontally between sanitary line and water line. Verify invert Existing Stormceptor STC450i of existing 8" sanitary connection point in S. St Peter Street. �3 Transformer Rim: 696.90 12" IE(N): 693.65 O Proposed Primary Electric Service -Installed by the utility w 12" IE(E): 693.57 company. Contractor to install conduit from nearest service connection point to transformer. See Architectural plans for w w electrical schedules and details. w \ Electrical transformer on 6" reinforced concrete pad. OProposed Verify location with Owner and Architect. Size and detail of transformer pad to be determined by MEP Engineer. 710 Sanitary Manhole #10 Rim: 702.70 8"(E): 694.00 611(SW,NW): 694.16 Sanitary Manhole #9 700.80 691.10 "(E): 691.00 Hydrant Existing Grade Proposed -Him: Grade"(W): Ex. Water Valve Sanitary Manhole #8 Rim: 699.50 - - - - - - - - - - - - - Ex San Manhole -- � 8W : 689.18 Rim: 698.17 -8 x. 8"(E): 688.70f 8"(N): 688.45 "(W): 688.56 - - _ - 8"(E): 688.83 12 Storm 8"(E): 691.74 5' Minimum " DIP Water DIP Wate - - _TL - - - - 6" San. 146'-8"Sanitary - 2�Ex. 8" DIP Water 8"Water Ex. 8"San 46'-8 Sanitar - 3.8q 8" San @ Ex. 0.4% Water Ex. 8"San ------------ Ex. N Oo N N Oo M O N Oo ff7 N Oo N M N Oo LO O I M Oo o0 ^ 00 N Oo o M r? 00 ff7 N Oo M M v 00 ff7 N Oo M v I, ff7 N Oo o O ,n 00 7 N Oo CO 00 Ln I, j N Oo c0 � QC! n j N Oo M C0 � n 7 N Oo o0 C0 am I" j N Oo o M o M N Oo c0 Ul o O Oo o0 O n 00 O Oo a, N d O Oo o O Oo ,I- LO d O) Oo to V r7 O N I� Q1 00 a>o a) r` cfl (0 o O o O 0 00 a)o) Q0 cfl N oo co C)I� o) co o0 r M co 0 r a) co 0+00 0+50 1 +00 PROFILE Horizontal Scale: 1" = 10' Vertical Scale: 1 " = 5' 1 +50 2+00 2+50 705 700 •• ", U 685 C o-0 � o W 0m=� > U D N > > o 0o°> C V D U Q a� o m0 �(D w Z N 0 Q Z 0 U ai � Ica m� E c O a � ZOO U m ) . C) �mr'i a o n N N E i > ) V V 0 1. 0LOLO$ o CO N I.- U_ C) 0 Z � J Q W m W W H O 0 H Q Z W 3:W W Z O _ O y CL � W W LJ CL H w 0 CL DRAWN BY: PHW DESIGNED BY: JWL PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL: V. \\\\\\\\o�OU�����1►ulllll►1�11�i�i�i�i���4i § No. 19400622 `s __j'> STATE OF o\�&AVOP 4 S \�A ''�i�rnnm mull SIGNATURE: DATE: 07-29-2024 SCALE: HORZ: 1" = 20' VERT: N/A ACI JOB # 19-0582 SHEET NO. 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Luminaries are manufactured by Lithonia Lighting or as noted. Refer to Electrical plans for building mounted lighting. All electrical work shall be in accordance with the latest edition of the National Electrical Code. 2. All wire shall be 4-1/c no. 10 THW copper wire in 1 �" pvc schedule 80 conduit from the electrical service panel to the lighting foundation and in the poles to the luminaires. There will be no underground splices allowed and oil wire splices shall be in the pole bases. 3. Covers for lighting pull boxes shall be waterproof and bear the word "Lighting" on the cover. 4. Luminaire poles shall be field verified and approved by engineer prior to ordering materials or placing foundations. 5. Luminaire poles shall be located minimum 2' behind back of curb, or as shown on plan. 6. Light pole foundations shall be 3' above finished grade. 7. Fixture orientation shall be perpendicular to the adjacent pavement unless otherwise noted on plans. Orientation of poles shall be field verified and approved by engineer prior to installation. 8. All site lighting shall be limited to 25' in height maximum, 90' cut-off fixtures shall be required for both pole and wall mounted fixtures. 9. Pole foundations to be constructed according to manufacturer's specifications and details. - D-Series Size 1 I Number LED Area Luminaire NOMs L� t LL NrAffME 9 n - M NMY ?lit thx Tah Irea nr mewe at2rthe Page to,xx all intxractiz elemxnt d°series Introduction The modern styling of the D-Series features a highly refined aesthetic that blends seamlessly Specifications with its environment. The D-Series offers the EPA: 0.69 f:2 o benefits of the latest in LED technology into (0'06d) a high performance, high efficacy, long -life Length: 32.71 " l u m i n a i re. Width: 14.26" The photometric performance results in sites 2a (36.2 cm) with excellent uniformity, greater pole spacing Height H1: 7 (200cm) L and lower power density. D-Series outstand- Height H2: 2.73" H2 ing photometry aids in reducing the number of (6.9 cm) oo HI poles required in area lighting applications with Weight: 34 Ibs ��� typical energy savings of 65% and expected (15.a k3) w, service life of over 100,000 hours. jwr,- EXAMPLE: DSX1 LED P7 40K 70CRI T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DM In DSX1 LED I Forwa,doptia I (this section 70CRI only) P1 P6 30K 3000K 70CRI P2 P7 40K 4000K 70CRI P3 P8 50K 5000K 70CRI P4 P9 (this section 80CRI only, PS extended lead times apply) Rotated optics 27K 2700K 80CRI P101 P121 30K 3000K 80CRI P111 P131 35K 3500K 80CRI 40K 4000K 80CRI 50K 5000K 80CRI Shipped installed NLTAIR2PIRHN nLight AIR gen 2 enabled with bi-level motion/ ambientsensor, 8-4tYmounting height, ambient sensor enabled at 2fc. 11, 12,2U, 21 PIR High/low,motion/amdentsensor,8-40'mounting height, ambient sensor enabled at 2fc13.21,21 PER NEMA twist -lock receptacle only (controls ordered separate)11 PER5 Five -pin receptacle only (controls ordered separate) 11,,31 4fA L/rMAIZV //A COMMERCIAL OUTDOOR AFR Automobvefromrow i TSM Typedmed)um MVOLT (12OV-277V)" Shipped included T1S Type lshort TSLG TypeV low glare HVOLT (347V-480V)u SPA Square pole mounting T2M Type llmedium T5W Type Vwide XVOLT (277V-480V)7s (#8drilling) T3M Type III medium BLC3 Type III backlight 1201g26 RPA Round pole mounting T3LG Type IIIIowglare3 control 20811,26 (#8 drilling) AM Type IV medium :' BLC4 Type IV backlight 2401s36 SPAS Squarepole Square pole mountng T4LG Type lVlow glare3 LCCO control Left comer cutoff 277,gz6 RPAS Roundpolemounting TFTM Forward throw medium RCCO Right corner cutoff3 347141 #5drilling' Q26 480 5PA8N Square narrow pole mounting #8 drilling WBA Wall bracket10 MA Mast arm adapter (mounts on 23/8" OD horizontal tenon) PER7 Seven -pin receptacle only (controls ordered separate) 11,21 FAO Field adjustableoutput11E1 BL30 Bi-Ievelswitched dimming, 30961an BL50 Bi-levelswitdleddimming 50%141 DMG 0-10v dimming wires pul led outside fixture (for use with an external control, ordered separately)11 DS Dual switching18•19•n Shipped installed SPD20KV 20KV surge protection HS Housesideshield (blackfinishstandard) 22 L90 Left rotated optcs I R90 Right rotated optics CCE Coastal Construction HA 50'Cambient operation 34 BAA Buy America(n) Act Compliant SF Single fuse (12Q 277,347V) 21 DF Doublefine(208,240,480V)ffi Shipped separately EGSR External Glare Shield (reversible, field install required, matdles housing finish) BSDB Bird Spikes (field install required) One Lithania Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com ® 2011-2023 Acuity Brands Lighting, Inc. All rights reserved. LUMINAIRE SCHEDULE SYMBOL MODEL NUMBER AND DESCRIPTION L1 Proposed DSX1 LED P1 30K 70CRI S T1S MVOLT with house shield Mounting height = 25' Existing light pole and fixture (Not included in Photometrics) SCALE: 1" = 20' 0 10 20 40 DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white DSX1-LED Rev. 09/05/23 Page 1 of 10 C o-0 o 0 LU co N Q) T E� Q + o 0 o o O w O W >o E cc; -,0 C: 't O N Z O^ o L CO V U �mN� ci N N E r' 70 u�7 ­0-0 CO Ln � U_ o II Q W Itm LU W H O O Q Z LULU 3: W Z 0 ffl• 0 CL W I1-i- = W CL LU Ln Z Q CL 0 Z r= V DRAWN BY: PHW DESIGNED BY: JWL PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL: SIGNATURE: DATE: 07-29-2024 SCALE: HORZ: 1" = 20' VERT: N/A ACI JOB # 19-0582 SHEET NO. C500 P U N & OMH 3" Deep Shredded L` Hardwood Bark Mulch or stone where noted on plan. Keep Mulch min. 2" Away From Stem. Finish Grade, Refer to Grading Plans for Slope 1 1 Soil Bockfill: 2 peat, 2 Topsoil. Supplement with Additives as Noted Wrap Deciduous Single — Stem Trees From Bottom up with 1/3 Overlap and Tie Securely with Biodegradable Twine Planting Soil: 1/2 topsoil, 1/2 peat moss & fertilizer, Water & Tamp to Remove Air Pockets 10 u ✓� 9 2-3" River Rock, 4" deep and soil fabric _ 2-3" River Rock, 4" deep and soil fabric 2— " Riv r Rock, n Tm 4" deep and soil fabric US no= UD7 I \ 2-3" River Rock _ 4" deep and soil fabric O 1SMH No Mow Turf with erosion blanket Typical 7 . I Set Above Finished 2X Di°• Grade, Not to oot Bal Exceed 2" Scarify Bottom and Sides of Root Ball to Break Apart Root Mass SHRUB BED PLANTING Not to Scale 5' dio mulch ring 2X Ball TREE PLANTING Not to Scale 3" Min. Depth Shredded Hardwood Mulch. Do Not Place Within 2" of Trunk/Stems Remove All Wire, String, and Burlap From Top 1/2 of Root Ball OMH Coc LP Metal Landscape Edging, Typ. 2-3" River • Rock, 4" deep and soil fabric 5 4 3 11 12 2-3" River Rock, 4" deep and soil fabric 1 %0 2 U 1 I I ` m ago - Avo rah + \ + ELEC 2-3" River Rock, weed barrier fobricwith metal + londcope edging under deck stairs — typical L Planting Bed Edge w®. _ \ ® w Triangular Spacing at Lsr Specified on —center \ - Distance, Refer to Plant O Schedule \ MH Plant Center PERENNIAL PLANTING e, Refer to ins for Slope Finished to 2"-3" Deep Shredded Hardwood Bark Mulch. Less at Stem. Scarify Bottom and Sides of Root Ball to Break Apart Root Mass Undisturbed Subgrode ,'lonting Soil: 5090 Topsoil, 25% Peat, 25% Sand LANDSCAPE NOTES 1. Locate all utilities prior to beginning work. Utilities shown were located by field survey, but they may not indicate all underground improvements. 2. Examine existing conditions and verify conditions are acceptable for required work. Notify Engineer of any discrepancies with information shown on plans prior to beginning work. 3. Protect all existing paving, structures, utilities, and plant material indicated to remain. Contractor responsible for any damage to existing features at no expense to the owner. 4. Contractor responsible for removal of any existing grass, weeds, or scrub growth within limits of plant bed edge or within 5' diameter circle around base of each tree. 5. Plants and other materials are quantified and summarized for the convenience of the owner and jurisdictional agencies only. Confirm and install sufficient quantities to complete the work as drawn on the plans. No additional payments will be made for materials required to complete the work as drawn. Contractor responsible for verifying all quantities. 6. All proposed plant substitutions must be approved by the Landscape Architect. 7. All plant material shall be warranted for one (1) year from the date of final acceptance. 8. Plants shall confirm to the minimum measurements listed on the plant list. 9. All plant material shall comply with all recommendations and requirements of ANSI Z60.1-2004 "American Standard for Nursery Stock." Plant material shall be healthy, vigorous stock grown with good horticultural practice under climactic conditions similar to those of the project site, and installed in accordance with methods established by the American Association of Nurserymen. 10. All plant material must be tagged by the nursery of origin for proper identification in the field. 11. Shrub beds to be mulched with 3" depth natural shredded hardwood bark mulch, unless noted with stone mulch. All trees to be be mulched with 3" depth natural shredded hardwood mulch free of foreign matter. Trees outside of bed lines to be mulched with a 5' diameter mulch ring. Mulch shall not be placed within 3" of trunks. 12. Rake topsoil to eliminate uneven areas and remove debris, roots, branches, and stones in excess of 1 inch size, and ensure positive drainage is retained away from buildings during landscape construction activities. 13. All areas disturbed by construction shall be seeded unless noted otherwise. 14. Contractor responsible for erosion control in all seeded areas. 15. All planting bed edges not adjacent to paving or curb shall receive a 1/8" x 4" aluminum edging, natural mill finish. 16. Clean all surfaces of soil, mulch, and landscape debris after work is complete. LEGEND 2-3" washed River Rock Mowed Turf Areas mulch 4" deep, and weed barrier fabric below. No Mow Turf and Erosion Blanket Denotes number of plants Plan t Key A fC Denotes Plant Type LANDSCAPE ORDINANCE REQUIREMENTS City of South Bend Zoning Ordinance 1. 21-09.01(1) Streetscope Trees (1) Tree / 25' street frontage Northside / S St Louis Blvd: 365.54' / 25 = 15 Trees S St. Peter Street: 206.88' / 25 = 8 trees PLANT SCHEDULE DEC. CANOPY TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING Ara Acer x freemonii Armstrong' Armstrong Maple 2.5" Col. B&B 25' O.C. Coc Celtis occidentolis 'Chicogolond' Chicogoland Hockberry 2.5" Col. B&B 25' O.C. Gts Gleditsio triocanthos inermis 'Skycole' Skyline Locust 2.5" Col. B&B 25' O.C. Gti Gleditsio triocanthos inermis 'Impcole' Imperial Thornless Honey Locust 2.5" Cal. B&B 25' O.C. Lsr Liquadambor styraciflua `Rotundiloba' Rotundiloba Sweetgum 2.5" Col. B&B 25' O.C. or As Shown ORNAMENTAL TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING Ag Acer gnseum 'JFS KWSAGRI' Freburst Paperbork Maple 2" Col. B&B As Shown SHRUBS BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING Dk Diervillo lonicem `Kodiak Orange' Kodiak Orange Diervilla 18" Ht. coot. 2'-6" O.C. Hkb Hypericum kalmianum 'Blues Festival' Blues Festival St John's Wort 15" Ht. cant. 3' O.C. Hp Hydrangea paniculato 'ILVOBO' Bobo Hydrangea 24" Ht. cant. 3'-6" O.C. Hqm Hydrangea quercifolia 'Munchkin' Munkin Dakleaf Hydrangea 24" Ht. coot. lgg Ilex glabra 'Gem Box' Gem Box lnkberry Holly 15" Ht. cont. 30" O.C. lv ltea virginica 'SMNIVMM' Fizzy Mizzy Sweetspire 15" Ht. cant. 2'-6" O.C. Jcs Juniperus chinensis 'Sea Green' Sea Green Juniper 24" Spread cant. 4' O.C. Pf Potentlllo fruticosa 'Goldfinger' Goldfinger Potentilla 18" Ht. coot. 3' O.C. Rag Rhus aromatica 'Gro—Low' Gro—Low Sumac 24" Spread coot. 4' O.C. Sb Spiraea bumalda 'Anthony Waterer' Anthony Waterer Spireo 24" Ht. coot. 3'-6" O.C. Tmd TGxus media 'Densiformis' Dense Yew 18" Ht. cant. 3' O.C. Tms Toxus media 'SMNTHDC' Stonehenge Yew 24" Ht. cant. 3' O.C. To Thuja occidentolis 'Golden Globe' Golden Globe Arborvitae 24" Ht. cant. 3' O.C. Vcs O'burnum carlessi 'Spice Girl' Spice Girl Vlburnum 30" Ht. coot. 5' O.C. PERENNIALS BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING Hg Hosto 'Golden Tiara' Golden Tiara Hosta Lilly No 1 pot cost. 18" O.C. Hh Hosto 'Halcyon' Halcyon Hosto Lilly No 1 pot cont. 18" O.C. Hh Hosto 'Halcyon' Halcyon Hosta Lilly No 1 pot coot. 18" O.C. Pt Pachysandra terminalis Pachysandra cell pack cont. 9" O.C. ORNAMENTAL GRASSES BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING Poh Pennisetum olopecuroides 'Hameln' Hameln Dwarf Fountain Gross No 1 pot cant 30" O.C. Pvs Ponicum virgotum 'Shenandoah' Shenandoah Switch Grass No 2 pot coot. 30" O.C. Sh Sporobolus hetero%psis `Taro' Tora Prairie Dropseed No 1 pot cant 24" O.C. O -0 N c O W gym= > E�� ° D ° Q _0 >>� O 0 0 ° V U U ° 2 Q a� a)3°0 m�cD=w Z 0 Z z 0 U co �� ° 12 a ZOO U m -,42 Q \ ) C) o �mC � NNE _ > co ) V V 0 �= 1. 0LO o (J N H U U Z Q W m LU W H ADO Q Z H LJJ W W 1— Z 0 _ 0 y CL Ix W W I- = W H CL H U LLJ Z Q CL LU U Z Q w J H w DRAWN BY: PHW DESIGNED BY: PHW PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL: \\\\\\\\o�OU�����1►ulllll►1����i�i�i�i���ii O\�777,41� _ E No. 194006221 -o 11 STATE OF -10 SIGNATURE: DATE: 07-29-2024 SCALE: HORZ: 1" = 20' VERT: N/A ACI JOB # 19-0582 Not to Scale SCALE: 1" = 20' 0 10 20 .0 SHEET NO. C6*0 1-112" HMA Surface Ln L N � 2.5" HMAI Intermediate 6" Compacted INDOT #53 Aggregate Base Finished Grade 1 '— 0" (TYP) Extend Agg. Base Compacted Subgrade ASPHALT PAVING STANDARD DUTY SECTION (Not To Scale) 6' 7�. 6" INDOT #53 aggregate base, compacted Compacted subgrode Medium Broomed Finish 6" Concrete Cross slope 1% min, See Grade plan. - d d O ° C d d a d G ° a GQ a ° a d a C ° , d G a d a ° C a G d 6" CONCRETE PAVEMENT SECTION SECTION 2 - STREETS AND PATHS �tttttt l i l l��iiii •=PE10809510= • STATE OF NOTES:/ONA� 1. All curb to be constructed of class "A" concrete. '�ii����llilttttt���` 2. Control joints to be placed every 10'. 3. Expansion joints to be placed every 80' or as specified on construction drawings..',�I, /7� _ ��26� REF STD SPEC SEC 2-2 �o�_ Kara 66y e , P , P.E. =� Dale APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS - '' EFFECTIVE DATE: June 26, 2018 CITY OF SOUTH BEND Item Revision Approved Date STANDARDS FOR DESIGN AND CONSTRUCTION STANDARD DETAILS - STANDARD CURB 2-31 (Not To Scale) 4" Concrete F—Medium Broomed Finish Perpendicular to Traffic Flow Cross slope to be 1.590 a 4" Compacted Granular Material ted NOTE Where sidewalk is located adjacent to the building, install 112" preformed expansion joint between foundation & walk CONCRETE SIDEWALK SECTION (Not To Scale) SECTION 2 - STREETS AND PATHS D _ see Note 9 D/2 D/2 A Pole) or Parking Lane Adjacent COMMERCIAL APPROACH G M N N Varies 00 Walk Width varies LEGEND: ZD '' So s 1.5% e A Expansion Joint - Full Depth B Contraction Joint I. W Width D Approach Width NOTES: 1. Class "A" concrete to be used in all walks and approaches. 2. Radii as specified. 3. Utility poles, hydrants, etc. must be wrapped with 112" expansion joint material prior to concrete pour. 4. Contraction joint required on approach center when D is 12 ft. or more. "Curing 5. Concrete"- As per INDOT Standard Specifications Section 501 (Paragraph 501.20). Use a curing compound immediately (white membrane only accepted cure). N 0 6. Concrete forms shall be at least as high as the thickness of the item shown. _ • = PE10809510 = • Lumber of nominal dimension shall not be used if less than the design thickness. -_ -0 :__Z Z �v 7. All approaches shall require proper compaction as per INDOT Standard PP q P P P P - STATE OF p -�� 8 Specification Section 207. BlanketsFbe temperature is to fall below �., ��` ' 7Np I ANP`° \� �•� S,/ONALtt��\`�``\ shall utilized on concrete when expected 111 9. Business Approach- 24'-0" at throat, with 20'-0" approach curb radius. 10' radius may be used if adjacent to on street parking. Q I 6/26/18 REF STD SPEC SEC 2-2 Kara . Boyl , P .b., P.E. Date APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS --. EFFECTIVE DATE: June 26, 2018 CITY OF SOUTH BEND Item Revision Approved Date STANDARDS FOR DESIGN AND CONSTRUCTION STANDARD DRIVES AND APPROACHES - COMMERCIAL 2-25 CONSTRUCTION NOTES 1. GENERAL a. Except where otherwise indicated on these plans or in the proposal and supplemental specifications contained therein, all materials and workmanship shall be in accordance with the 2024 Indiana Department of Transportation (INDOT) Standard Specifications for Construction. b. Contractor shall submit shop drawings and mix designs to Engineer for review and approval prior to ordering any material. c. Cure concrete in accordance with current INDOT and local specifications. d. Align curb, gutter and sidewalk joints. 1. SIDEWALK a. Expansion joints shall be 112" wide with elastomeric filler, extending the full depth of the concrete located at a maximum spacing of 40'-0" and where sidewalk abuts concrete driveways, curb or other adjacent structures. b. Contraction joints shall be scored 4 of the depth of concrete and spaced at 5 feet or equal to width of walk. c. Formed joints shall be finished with a tool having a 114" radius. d. Finish: Steel trowelled with a medium broom texture perpendicular to the direction of travel. 3. CURB a. Expansion joints shall be 112" wide with elastomeric filler, extending the full depth of the concrete, located at a maximum spacing of 40'-0". b. Contraction joints shall be scored 112" deep and spaced at 10'. 4. CONCRETE PAVEMENT a. Apply curing compound and provide broom finish perpendicular to direction of traffic flow. b. Joints shall be in accordance with ACI 330 and shall not exceed 12' for a 6" thick slab and 15' for an 8" thick slab. c. Sowcut joints 1.5" deep and install silicon joint sealant. C o-0 o 0 W0o �) E� Q _°>>5 �o�> m Q 1� U w O CL d w J H H H W W N �o ' E m� o 0 �Z�� 6 Ca V U NEE C 0LO�= r� Ln � U Q W m LU W H � 0 0 Q H Z W LU 3: W H ZOCL _ y O � W W H = W H IL H Q H W 0 Z O DRAWN BY: PHW DESIGNED BY: JWL PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL: \\\0P W 0 �7Q,�2% E No. 194006221 STATE OF i '11-� o"0 `.S/0NAL SIGNATURE: DATE: 07-29-2024 SCALE: HORZ: AS SHOWN VERT: N/A ACI JOB # 19-0582 D UU U Q C w SHEET NO. CTO Tapping Area 120° )n tal Axis \� Vertical Axis Core Drill on d Seal Water Tight Maximum 1" Protrusion df Into Exist. Pipe Sewer Main Flow NOTES: 1. When "df" ) "D" use wye. 2. When "df" < "D" use manufactured saddle or if not available cut tap pipe per sketch. SEWER TAPPING STANDARD (NOT TO SCALE) v Ex. Water Main v Proposed Main II Pipe and th Wedge Action Restraints (Typ.) Ex. )Main Restrain all Pipe and Fittings with Wedge Action Restraints (Typ.) Variable Length NOTES. 1. Proposed main may pass over existing main if existing main is deep enough to provide adequate clearance between main and cover over proposed main. 2. All pipe, fittings and valve joints shall be restrained with wedge action restraints. CROSS OVER (NOT TO SCALE) Precast concrete adjusting rings as req'd. min. 4" - Top step to be 1'-6" max. 12" 24"� below top of casting 24"/48" eccentric reducing cone (See detail for alternate flat top section) Steel reinforced plastic manhole steps -------4�-- Seal section joints with MH FRAME & COVER Precast concrete butyl rope or 0-ring manhole sections Neenah Foundry model R-1772-C seal in accordance w/ East Jordan Iron Works Model 1022 ASTM C-443 (an 16" P o manhole frame with solid lid or equal. outside joint wrap is I „ also recommended) �' co 36 \ p As req'd. % � O Waterproof \\;\ pipe boots - ;, 0 0 0 0 0 r 000000000®0 A-LOK brand 4" MIN. 0 0 0 0 0 0 compression gaskets or 0 0 ®0 0 rubber psx' waterproof repoured invert 0 boots installed at the time of manufacture. 14' Precast conc. base or integral 8" Precast base " monolithic base �22 3/4 7" #4 bars O 12" o.c. 6" Compacted aggregate both ways or equal 7241 1" /2 SANITARY MANHOLE Sanitary Manhole Cover (Not To Scale) Vitrified Plug Tee Shown 90° out of Position Single Outlet Use or Tee Double 01 may be Wye or Flowable Fill (Removable) Encasement Min. 6" Around Stack Pipe 30° Curve Along Radius L 6"" PLAN 1." Slope f,.r ft. Compacted I�I Tren ch Wall �=1 I Sewer Main Flow Flowable Fill (Removable) at C 4 w Main Branch Flowable Fill T a W4, (R emovable) atWye Branch a VER TI CAL STACK NOTES: SLANT STACK 1. Refer to INDOT Standard Specification Section 213 for removable Fowoble fill requirements. 2. Wye replacement: Remove old wye, trim existing as pipe required, install new wye and pipe and connect to existing pipes with Fernco couplings. VERTICAL AND SLANT STACKS (NOT TO SCALE) Mid -run Cleanout End of Line Service Lateral Clean -out Pipe (Typ.) t� Sewer Main 8" Plug Min. Tarred Felt Disk Service Tap or Wye Grade PLAN VIEW - SERVICE LINE 8"Min. CLEAN -OUTS Class "A" Conc. Pad O.D. Jacket Plug 16", 8" Min. Thickness 45° Elbow 8" Plug Tarred Felt Disk Same Size as Min. \ Service Lateral Grade \ 8+m M• - - -�- - Class "A" Conc. Pad O.D. Jacket Plug 16", Sanitary Service Wye 8" Min. Thickness `\ from Building 45° Elbow TYPICAL MID -RUN CLEAN -OUT " 0 Rod \ Some Size as for Lifting Service Lateral 45° Elbow Depth Socket \ - - I.D. PLUG N Z a Socket 'PAP' 12" Blocking Class Conc. Min. TYPICAL END OF LINE CLEAN -OUT NOTES: 1. Insert a manhole in service lateral if its length exceeds 150 ft. 2. The minimum service lateral size shall be 6" diameter, placed at a minimum slope of 0.611.. Larger sized service laterals shall be installed according to the minimum slopes required by 317 IAC 3-6-12(a). TYPICAL CLEAN -OUT (NOT TO SCALE) 1" Compression Curb Stop (Ball Valve) Ball Type I--45° Corporation Stop (1" CC Threads x 1" Copper Compression or approved equal Finish Ground Cast iron access cap (4" - 2 hole) X Service shut-off box C) (Tyler 95E or approved equal) Shut-off box rod Brick E Z3 E 1 " Type "K" Service o Pipe to Establishment CD L� 1 " Type "K" Copper Service (Perpendicular to Main) For 1 " & 2" Services, a Twin Strap Nylon or Epoxy Coated Saddle is Req'd. Water Main NOTES. 1. Service shut-off box shall be placed in the public right-of-way in grass between curb and sidewalk. 2. For a 2" service the corporation stop shall be located at 90° (level). TYPICAL WATER SERVICE CONNECTION (NOT TO SCALE) SECTION 5 - WATER WORKS Fire Hydrant (Restrained With Wedge Action Restraints) 6" Gate Valve (Restrained With Wedge Action Restraints) w/ Box f 6" x Min. 13" i r in Po IL x _" x 6" Tee (Restrained O +� Hydrant Drainage Pft (See NM 2) With Wedge Action Restraints) 6' x Min. 24" 0 - Fire Hydrant (Restrained With Wedge Action Restraints) 6' x Min. 24" 6' Gate Valve (Resbained Wlih Wedge Action RestrahKs) w/ Box 77- 6' x Min. 13" x _" x 6" Tee (Restrained With Wedge Action Restraints) PLAN NOTES: 1. Any subgrade disturbed beneath hydrant shall be thoroughly compacted or suitable material shall be furnished, placed and compacted to provide a firm foundation for the hydrant. 2. Hydrant drainage: To prevent freezing of the hydrant barrel if it were not drained, a drainage pit 2'x2'x2' shall be excavated below the hydrant and filled with course gravel or crushed stone mixed with sand to a depth of 6" above the hydrant opening, providing sufficient aggregate void space to more than equal the volume of the barrel. The drainage pit should neither be near, nor have a connection to a sewer. 3. Hydrant painting: Hydrants to be painted red, white and blue per manufacturers paint specs. 4. All pipe, fitting and valve joints shall be restrained with wedge action restraints. REF STD SPEC SEC 5-2.6 and 5-3.10 APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS \\\\\,\\\illlllfr!lii,��i GI ST�jiO� t�s' No. • = PE10809510 ! ~ `: STATE OF S/ONAL-�.��`��\ EFFECTIVE DATE: June 26, 2016 CITY OF SOUTH BEND Item Revision Approved Date STANDARDS FOR DESIGN AND CONSTRUCTION STANDARD FIRE HYDRANT ASSEMBLY 5-11 WATER DISTRIBUTION CONSTRUCTION NOTES 1. Water main, domestic and fire services, materials and construction shall be in accordance with the construction standards of the City of South Bend, AWWA Standards, and these Construction Drawings. 2. Water main (4-inch diameter and larger) shall be Class 50 ductile iron and pipe fittings shall be Class 250 ductile iron mechanical joint meeting the requirements of the jurisdictional municipality and AWWA C-110 or AWWA C-111. Water main joints shall be bell and spigot with elostomeric rubber gaskets. Joints shall be push -on or mechanical, unless otherwise noted in the plans. Mechanical joint fittings shall be restrained by a mega -lug flange or grip ring meeting the jurisdictional municipality's latest specifications. 3. Water services (less than 4-inch diameter) shall be Type 'K' Copper. 4. All gate valves shall be resilient sealed and meet or exceed AWWA C509 (standard for resilient wedge seated valves) and the jurisdictional municipality standards. Valves shall be rated for 200 psi working water pressure with mechanical joints and open left (counterclockwise). Valves shall be anchored with restrained joints and thrust blocking. Valves shall be installed with standard cast iron valve boxes, plumb over the wrench nut of the valve and to finished grade, and have a round plug -type cover embossed with "WATER". 5. Retainer glands shall be provided on all valves and fittings in accordance with the jurisdictional municipality standards. 6. Water service shall have a minimum cover of 5 feet. 7. Water pipe shall be bockfilled in accordance with the requirements as set forth in the plans for rigid pipe beneath pavement. 8. Maintain a minimum horizontal clear separation 10 feet between water and sewer pipes. Where water and sewer pipes cross, maintain a minimum vertical clear separation of 18 inches. If separation cannot be met, the sewer pipe shall be constructed of water grade pipe meeting AWWA Standards for a distance of 10 feet each side of the water pipe. At crossings, one full length of water pipe shall be installed so that the joints will be as for from the sewer pipe as possible. 9. All tees, plugs, valves, dead ends, reducers, and bends shall be installed with a restrained joint in accordance with the City of South Bend standards. SANITARY SEWER CONSTRUCTION NOTES 1. All sewer main materials and construction shall be in accordance with City of South Bend Construction Standards and Specifications. 2. Sanitary sewer fittings shall conform to the requirements of ASTM D3034 with a minimum wall thickness of SDR 35, as defined in 7.4.1, and molded in one piece with elostometric joints and minimum socket depths as specified in Sections 6.2 and 7.3.2. PVC material shall have a cell classification of 12454-8 and C as defined in ASTM D 1784. 3. Contractor shall supply os-built record drawings to the Owner and Engineer upon completion of work. 4. Testing: The following tests are to be performed. a) Infiltration and exfiltration of water and exfiltration of air under pressure. b) Negative air pressure test for manholes. c) Deflection test for PVC pipes. C o-0 W ° on -0> E O D _ >> N a goo, V U U U Q -E a� oa)� C o w Z 6 O Z 0 U = >o Zi coZ C Q a � ZOO U m � 04 �m�� Q o > 0 V 7 0 1. U') U) -0 o Q U Q W m W W H ad ADO Q H Z W W 3: W H ZOO _ N 0 � CL W LJ H H U UJ Q W 0 Z O U H Z r�0 w LZ w LU v7 DRAWN BY: PHW DESIGNED BY: JWL PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL: W _ No. 19400622 o STATE OF � a v °`10\\\\ SIGNATURE: DATE: 07-29-2024 SCALE: HORZ: AS SHOWN VERT: N/A ACI JOB # 19-0582 SHEET NO. C791 C 0 -0 ku 0 LU0 on ��� a °>> bQ a oo, Casting as Spec'd. in Structure Notes See plans 0 U Ae A d- N Outlet Pipe 111 A C) � N CZA " (Typ. Each Side) Rim Elevation (See Str. Notes) Precast Reinforced Concrete Structure complying w/ ASTM C478 A-Lok Watertight Joint (Typ) Inlet Pipe (Where Spec'd.) Compacted Stone or Sand Cushion 30" CATCH BASIN TYPICAL DETAIL (Not To Scale) The Lower 90° Arc of the Barrel of the Pipe Should be in Firm Contact With Undisturbed Earth. The Bedding Shall be Continuous and Uniform for the Length of the Pipe. Small Excavations Should be Made for the Bells. No Weight Shall be Supported by the Bells. These Should be no Larger Than Necessary to Clear the Bell. NOTES: 1. These trench and bedding details are for pipe structural requirements only. The contractor is solely responsible for safety of operations. The contractor shall slope trench walls, provide protective work boxes, and/or shore and brace all excavations as the contractor determines necessary for safety of operations, and in conformance to IOSHA Regulation 29 C.F.R. 1926, Subpart P for Trench Safety Systems. 2. All PVC pipe for sanitary sewers shall be installed in accordance with ASTM D2321. J. There shall be no rocks or stones greater than 2" in any dimension within 6" of the pipe wall or bell. 4. Flexible Pipe: Embedment materials for bedding, haunching and initial backfill shall comply with the requirements of ASTM D2321, Classes I (INDOT #8 or #9), II (INDOT #53, #73, or B-Borrow), or III and shall be compacted as noted. Refer to pipe manufacturers recommended bedding and embedment material class type requirements. Removable flowable backfill shall be placed for all areas within 5 feet of pavements to 12" above pipe crown. Above this limit structure backfill shall be used. 5. Rigid Pipe: Embedment materials for bedding, haunching and initial backfill shall comply with the requirements of ASTM C12 (VCP) Classes A, B, C or crushed stone (INDOT #8, #9 or B-Borrow) and shall be compacted as noted. Removable flowable backfill shall be placed for all areas within 5 feet of pavements to 12" above pipe crown. Above this limit structure backfill shall be used. 6. Final backfill shall not contain debris, organic material, frozen material, unstable material or boulders or stones greater than 2" in any dimension. Flowable fill optional. 7. The placement and compaction of backfill shall not cause displacement of the pipe. 8. For multiple pipes in some trench: a. Place bedding to Spring Line of first pipe across entire trench width. b. Placement of next pipe, re -excavate trench as needed. Then place bedding as noted above. c. For additional pipes repeat as required. 9. Refer to INDOT Standard Specification Section 213 for flowable fill (removable) requirements. Precast concrete leveling rings, seal between each ring with mastic, no more than 2 rings high Precast Concrete Structure per ASTM C-478 4" min. (t. All joints sealed with gaskets or bituminous mastic Storm Sewer Pipe where specified All pipes shall be mortared shut on each side of structure wall '� III III II '�illllllllllll -III N Pipe Embedment (See Notes 4 and 5) FLEXIBLE PIPE 4" Min. Pipe Bedding RIGID PIPE Pipe Shall be Bedded Firmly on Undisturbed Ground. Excavate for Bells. No Weight Shall be Supported by the Bells. PIPE BEDDING DETAIL (NOT TO SCALE) EME 12" Max. 817 24" As noted on plans a Casting as Spec'd. in Structure Notes Concrete slab reinforced lid constructed for specified structure diameter Storm Sewer Pipe where specified Cr 6» Compacted Stone or Sand Cushion STANDARD STORM MANHOLE (Not To Scale) Backfill in Streets. Allevs or Driving Areas: Backfill Shall be of Select Native Granular Material or B-Borrow Material Free of Debris, Organic Material and Large Stones. Placed in 6" Layers, Solidly Tamped to Sub -Grade of Street Base. Backfill Shall be Compacted to 10OZ Standard Proctor Density. Backfill in Easement or Open Areas: Backfill Material Shall be of Select Native Granular Material, Placed in 12" Layers, Free of Debris, Organic Material, and Large Stones. Backfill Shall be Compacted to 95i Standard Proctor Density. Min. Width "W" =1.25 x O.D. + 12" I 0. Finished Grade 1 I IIIIi 1�11�1�11 �I— Compaction not Req'd. if Using Flowable Fill (INDOT Spec.) Finished Grade 1 I IIIIi 1�11�1�11 �I— Compaction not Req'd. if Using Flowable Fill (INDOT Spec.) SECTION 2 - STREETS AND PATHS 11" Milling of HMA to Nearest Lane or Asphalt Pavements Shall be Patched With Minimum 11" HMA Surface and Minimum 6)" Edge of Road in Transverse Direction, and 2 R. Past Trench cut in Both of HMA Base in two Lifts or Thickness of Directions, Longitudinally Existing Pavement, Whichever is Greater. 12" (Typ.) HMA Surface Bituminous r Existing Asphalt Uac kseal 1 y , J N.\,\\\�\/// HMA vase Brkk Existing Concrete — Clean Sawcut Backfill or Asphalt 12" Trench Cut 12" Min. Max. 24" Wider Than all Sides O.D. of utility Slopes as per Trenching Safety Policy 29 CFR 1926, Subpart P - 0 Excavation &Trenching See Section 3 for Bedding and Backfill Requirements ASPHALT PAVEMENT NOTES: 1. Depth of asphalt patch shall be a minimum of 8" or the same depth as original pavement, whichever is greater. 2. A concrete patch on asphalt pavement may be allowed by the City Engineer if the road is scheduled to be rehabilitated in the near future or other like circumstances. GENERAL NOTES: M BOY •`�� SST"' �t�s'�•; 1. Temporary Patch: If it is not possible, due to weather conditions, for the contractor to replace the _ Z N0. -_ pavement within 24 hours following backfilling of cut, a coarse aggregate base 8" _ • PE10809510 = • thick and a cold asphaltic surface of 4" shall be applied and maintained tem be When temperature as a = -o : ; Q:- falls below STATE OF �v ora patch until permanent repairs can made. P rYP P P P �0�:, "'4 50OF within 72 hour cure time, concrete to be used shall be 7 bag w/ 2% accelerator. �., �` 'VD I AN, \ '�i, Such temporary patches shall be replaced with permanent repairs no later than May 1 SS/ONALttE��` of the following year. 2. All utilities must be located prior to making pavement cut. 4"-�MW,62618 REF STD SPEC SEC Kara .Boyl , P .., P.E. Date APPROVED/REVISED BY THE BOARD OF PUBLIC WORKS EFFECTIVE DATE: June 26, 2018°t iN9 CITY OF SOUTH BEND Item Revision Approved Date STANDARDS FOR DESIGN AND CONSTRUCTION STANDARD PAVEMENT PATCHING AND UTILITY CUTS - ASPHALT 2-48 STORM SEWER CONSTRUCTION NOTES 1. Contractor shall supply as -built record drawings to the Owner and Engineer upon completion of work. Geotextile Required if -#8 or #9 Aggregate is Used 2. CASTINGS a. Flat Inlet Casting: Neenah R-2502. b. Solid Casting: Neenah R-1642. c. Curb Inlet Casting: Neenah R-3010 Mechanically Tamped in 6" Layers, Compact to 9590 Standard Proctor 3. Storm sewer o rate castings shall be en P g g Density stamped with a fish image and the message: "DUMP NO WASTE - DRAINS TO WATERWAYS" Hand Placed/Shovel-Sliced and 4. Neenah castings specified. Approved equal to Tamped in 4" specified Neenah Foundry Co. castings may be _Mechanically Layers, Compact to 95% acceptable if approved by Owner. Standard Proctor Density Contractor to submit casting cut sheets to Owner for review. 5. STORM SEWER PIPE Unsuitable Material: Pipe to be ADS-N12, corrugated, smooth interior Remove Unsuitable Material as HDPE pipe. Required and Place Class I or II Material per ASTM D2321 a� 2 � coiCD 0 O 5o coZ 0 a CD CD �ZCD on CNI � �N(V 1. 0 U') Lr) Q ii Q W m � H = LU W H �00 a Z LULU 3: W H ZOO _ CL O � W W 1— LU CL H U LU J Q H W 0 Z O U H H Z w LZ wLU DRAWN BY: PHW DESIGNED BY: JWL PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL: 0 _ No. 19400622 STATE OF 3 � / SIGNATURE: DATE: 07-29-2024 SCALE: HORZ: AS SHOWN VERT: N/A ACI JOB # 19-0582 SHEET NO. C792 CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS (NOT PROVIDED BY CONTECH) STORMCEPTOR INSERT REMOVABLE DROP TEE HANDLE INLET PIPE, OPTIONAL (IF PIPE IS REQUIRED, INVERT IS 3" [76] HIGHER THAN OUTLET INVERT) o uo 12" [30510 REMOVABLE DROP TEE SOLIDS STORAGE SUMP TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) A FLOW 48" [1219] I.D. MANHOLE STRUCTURE a 4" [10210 OIL INSPECTION PIPE I (CAP OPTIONAL) as w I z i OUTLET PIPE 00 N I I I II 4" [102]0 v II I OUTLET to L RISER I � 4 PERMANENT N a POOL ELEVATION 0 r I 4 a SECTION A -A Stormceptor40 FOR PATENT INFORMATION, W TO -Ca M1ES. 11P STORMCEPTOR DESIGN NOTES THE STANDARD STC4501 CONFIGURATION WITH ROUND, SOLID FRAME AND COVER, AND INLET PIPE IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS. CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (NO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES CONTECK FRAME AND COVER FRAME AND GRATE (MAY VARY) (MAY VARY) NOT TO SCALE NOT TO SCALE SITE SPECIFIC DATA REQUIREMENTS STRUCTUREID WATER QUALITY FLOW RATE (cfs [Us]) PEAK FLOW RATE (cfs [Us]) RETURN PERIOD OF PEAK FLOW (yrs) RIM ELEVATION PIPE DATA: INVERT MATERIAL DIAMETER INLET PIPE 1 INLET PIPE 2 OUTLET PIPE NOTES / SPECIAL REQUIREMENTS: GENERALNOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 3. STORMCEPTOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STORMCEPTOR STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 2' [610], AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 5. STORMCEPTOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C478 AND AASHTO LOAD FACTOR DESIGN METHOD. 6. ALTERNATE UNITS ARE SHOWN IN MILLIMETERS [mm]. INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMCEPTOR MANHOLE STRUCTURE. C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. N 0 T E Stormceptor system cleaning shall meet the following minimum requurements: 1. Documented inspection of Stormceptor system shall be performed quarterly with annual cleonout and maintenance. 2. Inspections should be available to provide to the municipality within 48 hours of request. 3. Inspection and maintenance records shall be kept for a minimum of 10 years. 4. Both liquid and solid cleonout materials from the Stormceptor system are not permitted to be discharged into municipal storm or combined sewer. Cleanout materials must be removed by vacuum truck and disposed of at the South Bend Wastewater Treatment Plant. Adjustment of the Stormceptor can be performed by lifting the upper sections free of the excavated area, re -leveling the base and re- installing the sections. Damaged sections and gaskets should be repaired or replaced as necessary. Once the Stormceptor has been constructed, any lift holes must be plugged with mortar. 12. Maintenance 12.1. Health and Safety The Stormceptor System has been designed considering safety first. It is recommended that confined space entry protocols be followed if entry to the unit is required. In addition, the fiberglass insert has the following health and safety features: • Designed to withstand the weight of personnel • A safety grate is located over the 24 inch (600 mm) riser pipe opening • Ladder rungs can be provided for entry into the unit, if required 12.2. Maintenance Procedures Maintenance of the Stormceptor system is performed using vacuum trucks. No entry into the unit is required for maintenance (in most cases). The vacuum service industry is a well- established sector of the service industry that cleans underground tanks, sewers and catch basins. Costs to clean a Stormceptor will vary based on the size of unit and transportation distances. The need for maintenance can be determined easily by inspecting the unit from the surface. The depth of oil in the unit can be determined by inserting a dipstick in the oil inspection/cleanout port. Similarly, the depth of sediment can be measured from the surface without entry into the Stormceptor via a dipstick tube equipped with a ball valve. This tube would be inserted through the riser pipe. Maintenance should be performed once the sediment depth exceeds the guideline values provided in the Table 4. Table 4. Sediment Depths Indicatina Reauired Servicina* Particle Size Model Specific Gravity Sediment Depth inches (mm) 450i 8 (200) 900 8 (200) 1200 10 (250) 1800 15 (381) 2400 12 (300) 3600 17 (430) 4800 15 (380) 6000 18 (460) 7200 15 (381) 11000 17 (380) 13000 20 (500) 16000 17 (380) * based on 15% of the Stormceptor unit's total storage Although annual servicing is recommended, the frequency of maintenance may need to be increased or reduced based on local conditions (i.e. if the unit is filling up with sediment more quickly than projected, maintenance may be required semi-annually; conversely once the site has stabilized maintenance may only be required every two or three years). Oil is removed through the oil inspection/cleanout port and sediment is removed through the riser pipe. Alternatively oil could be removed from the 24 inches (600 mm) opening if water is removed from the lower chamber to lower the oil level below the drop pipes. The following procedures should be taken when cleaning out Stormceptor: 1. Check for oil through the oil cleanout port 2. Remove any oil separately using a small portable pump 3. Decant the water from the unit to the sanitary sewer, if permitted by the local regulating authority, or into a separate containment tank 4. Remove the sludge from the bottom of the unit using the vacuum truck 5. Re -fill Stormceptor with water where required by the local jurisdiction Stormceptor" Operation and Maintenance Guide 19 12.3. Submerged Stormceptor Careful attention should be paid to maintenance of the Submerged Stormceptor System. In cases where the storm drain system is submerged, there is a requirement to plug both the inlet and outlet pipes to economically clean out the unit. 12.4. Hydrocarbon Spills The Stormceptor is often installed in areas where the potential for spills is great. The Stormceptor System should be cleaned immediately after a spill occurs by a licensed liquid waste hauler. 12.5. Disposal Requirements for the disposal of material from the Stormceptor System are similar to that of any other stormwater Best Management Practice (BMP) where permitted. Disposal options for the sediment may range from disposal in a sanitary trunk sewer upstream of a sewage treatment plant, to disposal in a sanitary landfill site. Petroleum waste products collected in the Stormceptor (free oiVchemicavfuel spills) should be removed by a licensed waste management company. 12.6. Oil Sheens With a steady influx of water with high concentrations of oil, a sheen may be noticeable at the Stormceptor outlet. This may occur because a rainbow or sheen can be seen at very small oil concentrations (<10 mg/L). Stormceptor will remove over 98% of all free oil spills from storm sewer systems for dry weather or frequently occurring runoff events. The appearance of a sheen at the outlet with high influent oil concentrations does not mean the unit is not working to this level of removal. In addition, if the influent oil is emulsified the Stormceptor will not be able to remove it. The Stormceptor is designed for free oil removal and not emulsified conditions. SUPPORT Drawings and specifications are available at www.ContechES.com. Site -specific design support is available from our engineers. @2020 Contech Engineered Solutions LLC, a QUIKRETE Company Contech Engineered Solutions LLC provides site solutions for the civil engineering industry. Contech's portfolio includes bridges, drainage, sanitary sewer, stormwater, and earth stabilization products. For information, visit www.ContechES.com or call 800.338.1122 NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS A WARRANTY APPLICATIONS SUGGESTED HEREIN ARE DESCRIBED ONLY TO HELP READERS MAKE THEIR OWN EVALUATIONS AND DECISIONS, AND ARE NEITHER GUARANTEES NOR WARRANTIES OF SUITABILITY FOR ANY APPLICATION. CONTECH MAKES NO WARRANTY WHATSOEVER, EXPRESS OR IMPLIED, RELATED TO THE APPLICATIONS, MATERIALS, COATINGS, OR PRODUCTS DISCUSSED HEREIN. ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND ALL IMPLIED WARRANTIES OF FITNESS FOR ANY PARTICULAR PURPOSE ARE DISCLAIMED BY CONTECH. SEE CONTECH'S CONDITIONS OF SALE (AVAILABLE AT W W W.CONTECHES.COMICOS) FOR MORE INFORMATION. Stormceptor Technical Manual 05/20 C NTECK ENGINEERED SOLUTIONS 800-925-5240 www.ContechES.com 1 OO -0 W > O 0 CO E -� Q °>>— °°°> O a� E o�w O Ica m� E O a Z U N 0 o L CO V ®) � ��c1 C) m 7n E ,.0LoL� CNN co N I— u_ II i Q W W W H FmDO Faa— Q � Z W W W ZOO Iy O C W W LJ CL V) U LU O CL Z O Z Q J � J CL OCL Z CL O CL CL 1X LU ~ 3.0 Q u W C�LU L ix IIX CL 0 w � J ,^ v, w Ln DRAWN BY: PHW DESIGNED BY: JWL PM REVIEW: JWL QA/QC REVIEW: JWL DATE: 07/29/2024 SEAL: _c 0 c No. 19400322 o STATE OF a cl- °jorrrrniOnnn SIGNATURE: c DATE: 07_29-2024 SCALE: HORZ: VERT: ACI JOB # 19-0582 SHEET NO. C&A EXHIBIT B ENGINEER'S ESTIMATE :■ABONMARCHE Engmee+ing • Architecture - Land Surveying The Pointe at River Walk Townhomes Watermain & Services Opinion of Probable Construction Costs September 23, 2024 oes&iption Ovantity Unit Unit Price Cast 1. Connect to Existing Water 1 EA $1.000.00 $1,000 2. Watermain, DIP, 8" 240 LFF $85.00 $20,400 3. Gate Valuer 8" 1 EA $2.500,00 $2.500 A. Corporation, Curb Stop and Box 13 EA $1.500,00 $19,500 5. Fire Hydrant Assembly 1 EA $7.500.00 $7,500 Subtotal $50,900 Contingency 15% $U00 TOTAL: $$558,500 EXHIBIT C PERFORMANCE BOND WEST BEND° Agency Information: DAN BERRY INSURANCE AGENCY INC, 13020 54101 IRONWOOD RD SOUTH BEND, IN 46635 Obligee Information: City of South Bend Board of Public Works 227 W Washington St Ste 130ON South Bend, IN 46601-1701 Transaction Description: New Business WB Index: 2631019 Bond Effective Date: 11/01/2024 Bond Type: Performance and/or Payment Bond Work Description: Installation of sewer/water lines Band Penalty: $ 73,125.00 THE SILVER LINING* BOND EXECUTION REPORT Date: 10/29/2o24 Bond Number: 2631019 Principal Information: Riverwalk, LLC 230 W Catalpa Dr Ste A Mishawaka, IN 46545-8322 Premium. $ 1,828 Effective January 1, 2024, West Bend Mutual Insurance Company changed its name to West Bend Insurance Company, therefore, any reference to West Bend Mutual Insurance Company shall be considered a reference to West Bend Insurance Company. THIS IS NOT AN INVOICE MICHIGAN ONLY: This policy is exempt from filing requirements of Section 2236 of the Insurance Code of 1956, 1956 PA 218 and MCL 500.2236. 1900 S 18th Avenue I West Bend, WI 53095 1 Phone: (800) 236-5010 1 Fax: (877) 674-2663 1 www.thesilverliuing.com J WEST BEND Bond Number 2631019 Performance Bond KNOW ALL MEN BY THESE PRESENTS: That Riverwalk LLC of 230 W Catalpa Dr Ste A Mishawaka IN 46545-8322 (Name and address of the Contractor) as Principal, hereinafter called Principal, and WEST BEND MUTUAL INSURANCE COMPANY as Surety, hereinafter called Surety, are held and firmly bound unto Qijyof South Bend aQard of pubijryyorks of 227 W Washin ton St Ste 1300N South Bend IN 46601-1701 (Name and address of the Owner) as Obligee, hereinafter called Owner, in the amount of Seventy -Three Thousand One Hundred and a -Five Dollars and Zero Cents Dollars ($ 73 125.00 )• for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated 10/29/2024 entered into a contract with Owner for in accordance with drawings and specifications prepared by (Name of Architect or Engineer) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's Obligations thereunder, the Surety may promptly remedy the default, or shall promptly 1. Complete the Contract in accordance with its terms and conditions, or 2. Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as Work progresses (even though there should be a default or a succession of defaults under the contract or contract of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the contract price", as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. PROVIDED, FURTHER, that it is expressly agreed that the BOND shall be increased automatically and immediately, without the need for separate amendments hereto, upon amendment to the Contract that does not increase the contract price more than ten (10) percent, so as to bind the PRINCIPAL and the SURETY to the full and faithful performance of the CONTRACT as so amended. The term "Amendment", wherever used in this BOND, and whether referring to this BOND, the Contract or the Loan Documents shall include any alteration, addition, extension, or modification of any character whatsoever. NB 0012 04 22 Page 1 of 2 1900 S 18th Avenue I West Bend, WI 53095 1 Phone: (800) 236-5010 1 Fax: (877) 674-2663 1 www.thesilverlining.com Any suit under this bond must be instituted before the expiration of one (1) year from the date on which final payment under the contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein of the heirs, executors, administrators or successors of the Owner. Signed and Sealed this 1 day of November 20 94 Principal: Witness: WMTAM71 q Name Typed: ,lames Sieradzki Pre Title (SEAL) Surety: West Bend Mutual Insurance Company By: XG� Aa&a&! " (SEAL) Witness: Name Typed: Kim Parading A_t_tamev-ln=Fact I Title MICHIGAN ONLY: This policy is exempt from the filing requirements of Section 2236 of the Insurance Code of 1956, 1956 PA 218 and MCL 500.2236. NB 0012 04 22 Page 2 of 2 1900 S 18th Avenue I West Bend, WI 53562 1 Phone: (800) 236-5010 1 Fax: (877) 674-2663 1 www.thesliverlining.com r' WEST BEND' Bond Number 2631019 Labor and Material Payment Bond KNOW ALL MEN BY THESE PRESENTS: That Riverwalk, LLC 230 W Catalpa Dr Ste A. Mishawaka, IN 46545-8322 (Name and address of the Contractor) as Principal, hereinafter called Principal, and WEST BEND MUTUAL INSURANCE COMPANY as Surety, hereinafter called Surety, are held and firmly bound unto City of South Bend Board of Public Works of 227 W Washingt�S,tSLp 1300N. South Bend, IN 46601-1701 (Name and address of the Owner) as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of Seyenty-Three Tho and One Hundred an Twenty -Five Dollars nd Zero Cents Dollars ($ 73.125.00 ), (Insert a sum equal to at least one-half of the contract price) for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated 10/29/2024 entered into a contract with Owner for installation of sewedwater lines in accordance with drawings and specifications prepared by (Name of Architect/Engineer) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if the Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the conditions outlined on the reverse side of this bond: Signed and Sealed this 1 day of November 20 24 Witness: Principal: Riverwalk. LLC By: (SEAL) Name Typed: James Sieradzki Pre Title Surety: West Ben Mutual Insurance Company By: Kim Ate• (SEAL) Witness: Name Typed: Kim Paradine Attomey-in,Fact Title MICHIGAN ONLY: This policy is exempt from the filing requirements of Section 2236 of the Insurance Code of 1956, 1956 PA 218 and MCL 500.2236. NB 001104 22 Page 1 of 2 1900 S 18th Avenue 1 West Bend, WI 53095 1 Phone: (800) 236-5010 1 Fax: (877) 674-2663 1 www.thesilverlining.com CONDITIONS 1. A claimant is defined as one having a direct contract with the Principal or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, materials were furnished by such claimant may sue on this bond for the use of such claimant, prosecute the suit to final judgement for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant. a. Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to any two of the following: The Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage prepaid, in an envelope addressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the transaction of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. b. After the expiration of one (1) year following the date on which Principal released work on said Contract, it being understood, however, that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c. Otherthan in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the project, or any part thereof, is situated, or in the United States District Court for the district in which the project, or any part thereof, is situated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. NB 001104 22 Page 2 of 2 1900 S 18th Avenue I West Bend, WI 53095 1 Phone: (800) 236-5010 1 Fax: (877) 674-2663 1 www.thesilverlining.com C WEST BEND' POWER OF ATTORNEY Bond No. 2631019 Know all men by these Presents, that West Bend Insurance Company (formerly known as West Bend Mutual Insurance Company prior to 11112024), a corporation having its principal office in the City of West Bend, Wisconsin does make, constitute and appoint: Kim Paradine lawful Attorneys) -in -fact, to make, execute, seal and deliver for and on its behalf as surety and as its act and deed any and all bonds, undertakings and contracts of suretyship, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed in amount the sum of: Thirty Million Dollars ($30,000,000) This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of West Bend Insurance Company by unanimous consent resolution effective the 1st day of January 2024. Appointment ofAttorney-In-Fact The president or any vice president, or any other officer of West Bend Insurance Company may appoint by written certificate Attorneys -In -Fact to act on behalf of the company in the execution of and attesting of bonds and undertakings and other written obligatory instruments of like nature. The signature of any officer authorized hereby and the corporate seal maybe axed by facsimile to any such power of attorney or to any certificate relating therefore and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the company, and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the company in the future with respect to any bond or undertaking or other writing obligatory in nature to which it is attached. Any such appointment may be revoked, for cause, or without cause, by any said officer at any time. Any reference to West Bend Mutual Insurance Company in any Bond and all continuations thereof shall be considered a reference to West Bend Insurance Company. In witness whereof, West Bend Insurance Company has caused these presents to be signed by its president undersigned and its corporate seal to be hereto duly attested by its secretary this 1st day of January 2024. Attest Christo her C. Z' , ga Secretary State of Wisconsin County of Washington Robert J. Jacques President On the 1st day of January 2024, before me personally came Robert Jacques, to me known being by duly sworn, did depose and say that he is the President of West Bend Insurance Company, the corporation described in and which executed the above instrument; that he knows the seal of the said corporation; that the seal affixed to said instrument is such corporate seal; that is was so affixed by order of the board of directors of said corporation and that he signed his name thereto by like order, u a�n► 'OUBt 1G $�6ead bofporate Attorney l4� Public, Washington Co., WI My Commission is Permanent The undersigned, duly elected to the office stated below, now the incumbent in West Bend Insurance Company, a Wisconsin corporation authorized to make this certificate, Do Hereby Certify that the foregoing attached Power of Attorney remains in full force effect and has not been revoked and that the Resolution of the Board of Directors, set forth in the Power of Attorney is now in force. Signed and sealed at West Bend, Wisconsin this 1st day of November 2024 1 R+4hi`4. Yur =4l= SFAi, Christop er C. Z ai Secretary :'Yr�+:'yeWUarAT Y=: 1900 S 18th Avenue I West Bend, WI 53095 1 Phone: (800) 236-5010 1 Fax: (877) 674-2663 1 www.thesilvedining.com EXHIBIT E CERTIFICATE OF INSURANCE �—� CENTBUI-01 I �'QRJD DATE (MMIDDIYYYY) ��- CERTIFICATE OF LIABILITY INSURANCE 1012912024 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 pollcy(les) 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 endorsements . PRODUCER Dan Berry Insurance Agency Inc. 54101 Ironwood Road South Bend, IN 46637 INSURED Century Builder Inc & Century Homes Inc Rlverwalk, LLC 230 West Catalpa Dr. Suite A Mishawaka, IN 46545 (AtC. No. Extl: (574) 255.6222 1 (NC. No):(574) 254-2630 INSURER A : INSURER B : INSURER C : INSURER F : COVERAG£5 CERTIFICATENUMBER: 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 4DOL BURR POLICY NUMBER POLICY EFF POLJCY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I X . OCCUR 10444140 8/24/2024 8/24/2025 EACH OCCURRENCE 1,000,000 RENTED DAMAGE TOIF 300,000 VIED EXP Any one arson 10,0()0 PERSONAL & ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER: POLICY Ejpe LOC OTHER: GENERAL AGGREGATE 2,000,000 ,000,000 PRODUCTS - COMP/OP AGG 2,000,000 A AUTOMOBILE LIABILITY X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS pp AUTOS ONLY AUTOS OWY 13444140 8/24/2024 8/24/2025 COMBINED SINGLE LIMIT 1,000,000 BODILY INJURY Per emon $ BODILY INJURY Per accident PROPERTY AMAGE er acrkdent A X S LIAB uMBRELLA LI1B CLAIMS -MADE 13444140 8/24/2024 8/24/2025 EACH OCCURRENCE 5.000,000 HOCCUR AGGREGATE s 5.000.000 TRETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LWBILRYYIN ANY PROPRIETORIPARTNER/EXECUTIVE 7 ❑❑ppFlCER/M9ffl)tEXCLUDED7 IAlandatory n FItI)) IFyes, d _ ;he under DESCRI ION OF OPERATIONS below NIA 0444141 8/24/2024 8/24/2025 X I PER OTH- E.L. EACH ACCIDENT 500,000 E.L. DISEASE - EA EMPLOYE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 506,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES ``ACORD 101, AddFtIonal Remarks Schedule, may be attached If more space Is required) City of South Bend Board of Public Works is listed as Additional Insured. City of South Bend Board of Public Works 227 W. Washington St., Ste 1300N South Bend, IN 46601 L Mf.I L.CLLn 1 swil 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 REPRESWATIVE ACORD 25 (2016103) 01988-2015 ACORD CORPORATION. All rlgnts reservea. The ACORD name and logo are registered marks of ACORD BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date 3/31/2025 Department Public Name Gemma Stanton BPW Date 4/8/2025 Phone Extension 9083 Required Prior to Submittal to Board BPW Attorney ® Attorney Name Michael Schmidt Dept. Attorney ❑ Attorney Name Purchasing ❑ Mickey Low Check the Appropriate Item Tvpe — Required for All Submissions ❑ Professional Services Agreement ❑ Contract ❑ Proposal ❑ Open Market Contract ❑ Amendment/Addendum ❑ Special Purchase, QPA ❑ Bid Opening ❑ Bid Award ❑ Req. to Advertise ❑ Title Sheet ❑ Quote Opening ❑ Quote Award ❑ Reject Bids/Quotes ❑ Proposal Opening ❑ C/O & PCA No. ❑ PCA ❑ Chg. Order, No. ❑ Traffic Control ❑ Resolution ®Other: Water Main ❑ Ease./Encroach Extension ALyreement Required Information Company or Vendor Name Riverwalk, LLC New Vendor ❑ Yes❑ If Yes, Approved by Purchasing ❑ No MBE/WBE Contractor ❑ WBE ❑ Completed E-Verify Form Attached ❑ Nos Project Name Riverwalk Townhomes at the Pointe Project Number DP21-022 Funding Source n/a Account No. n/a Amount n/a Terms of Contract Purpose/Description Agreement for the extension of public water main and a private sewer main for the Pointe development For Change Orders Only Amount of ❑ Increase $ ❑ Decrease ($ ) Previous Amount $ Current Percent of Change New Amount Total Percent of Change: Time Extension Amount: New Completion Date: Increase Decrease Increase Decrease