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HomeMy WebLinkAboutSewer & Water Service Agreement - Willowgate Trails – Green Development Ventures, 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 August 13, 2024 Mr. John Lovely Green Development Ventures, LLC 2186 E. Centre Ave. Portage, MI 49002 RE: Sewer and Water Service Agreement Dear Mr. Lovely: At its August 13, 2024 meeting, the Board of Public Works approved the above referenced contract for a dedicated improvements agreement outlining the terms for the construction of new public water mains and sanitary sewers for the Willowgate Trails Subdivision, Section 3, Project No. DP24-014. Enclosed please find a copy of the agreement 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/lh ELIZABETH A. MARADIK JOSEPH R. MOLNAR GARY A. GILOT MURRAY L. MILLER BRIANA N. MIcou SEWER AND WATER SERVICE AGREEMENT This Sewer and Water Service Agreement ("Agreement") is made on the _26th_ day of _April2024 by and between the Green Development Ventures, LLC. and the City of South Bend, a municipal corporation existing under the laws of Indiana, acting by and through its Board of Public Works ("City") in accordance with 170 I.A.C. 6-1.5-40. WHEREAS, Owner intends to develop 26 of acres located in Section 17 of German Township and located at the end of Rumeford Drive in unincorporated St. Joseph County, Indiana. WHEREAS, Owner plans to extend and make additions to existing water and sanitary sewer systems to serve said development as shown on the Exhibit A, attached and incorporated hereto (the "Dedicated Improvements"), and desires certain commitments from City; and WHEREAS, the engineering design for said Dedicated Improvements has been, or will be, accomplished by competent professional engineers registered and licensed in the State of Indiana; and NOW, THEREFORE, in consideration of the obligations, terms and conditions contained herein, the adequacy of which the parties expressly acknowledge, Green Development Ventures, LLC. 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 the project engineer who shall be responsible for the engineering design and inspection in connection with the installation of the Dedicated Improvements (the "Project Engineer"). The Owner shall inspect the site during construction to ensure the Project Engineer's conformance to zoning requirements, adequacy of design, and conformance to the City's specifications and standards regarding location, size and depth of line, and quality of construction of the Dedicated Improvements. The Owner shall provide the plans with a City of South Bend cover sheet and specifications for the Dedicated Improvements along with a cost estimate to the City. The Owner shall also provide to the City a statement from the Project Engineer certifying that the materials and workmanship including pipes, bedding, manholes, and other related materials and work meet the City's specifications and standards. Upon request of the City, the certification shall be substantiated by material affidavits from suppliers and by applicable test results for inflow/infiltration, exfiltration, deflection, pressure, leaks, bacteria, compaction and other tests required by the City. All construction, engineering, and inspection costs in connection with the Dedicated Improvements shall be borne by the Owner. 3. Construction Inspection The Owner has provided the City with Exhibit A, which depicts drawings of the Dedicated Improvements, which the City acknowledges conforms to the City's standards. The Owner shall allow the City to inspect the Dedicated Improvements during construction to ensure conformance to the agreed standards set forth in Exhibit A, in particular regarding zoning requirements, adequacy of design, and quality of construction. The Owner shall contact the City's Engineering Department at least two (2) business days in advance to arrange for the attendance of a City inspector at key milestones throughout work. Key milestones shall include but not limited to: mandrel deflection testing, sanitary sewer taps, and water main taps. The Owner agrees to perform any necessary adjustments as reasonably requested by the City to ensure the Dedicated Improvements are constructed in accordance with Exhibit A. 4. Permits It shall be Owner's sole responsibility and expense to obtain any and all permits associated with the construction and installation of the Dedicated Improvements and to comply with all applicable laws. 5. Engineer's Estimate The Owner has provided an Engineer's Estimate (See Exhibit B, incorporated herein by reference and attachment) for the cost to construct the Dedicated Improvements, including but not limited to, excavation, pipe materials, valves, hydrants, and all other appurtenant materials, supplies and equipment, permit fees, backfill and bedding, pavement, curbs, sidewalks, signs, and restoration of the areas within the proposed R.O.W. 6. Performance Bond Owner shall provide the City with a performance bond for an amount equal to one hundred twenty—five percent (125%) of the construction cost covering all work performed or to be performed pursuant to this Agreement. Owner's failure to provide the performance bond as prescribed herein shall cause this Agreement to be immediately terminated and of no effect, without the requirement of notice. The performance bond shall be provided concurrently with the execution of this Agreement and attached as Exhibit C. 7. Maintenance Bond Within ten (10) days of City's acceptance of the Dedicated Improvements, Owner shall provide the City with a maintenance bond equal to ten percent (10%) of the construction cost covering all work performed or to be performed pursuant to this Agreement, and such bond shall remain in effect for three (3) years after dedication as described in Section 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. It is also understood by Owner and the City that water main and sanitary sewer constructed in previous phases shall be dedicated to 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 regarding all workmanship and materials used in connection with these improvements. c. The Completion Affidavit must be furnished to Owner by the South Bend, Indiana Board of Public Works. d. Owner must provide copies of test reports or cut sheets on all materials supplied. e. Owner must provide televising DVDs of the Sewer per the City of South Bend Construction Standards and Specifications 4-4.2. 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 8 shall be a material breach of this Agreement. 10. System Development Charges Simultaneously with the execution of this Agreement, the Owner shall pay the City a sum of $xx (xx thousand, xx dollars and 00/100) for access to the City's water and sewer sanitary systems set forth as Exhibit D. For purposes of this section 9 of the Agreement, an equivalent residential unit ("ERU") shall mean a single-family residence. For purposes of customers that are not single-family residences, one ERU shall equal estimated wastewater and water flows of 310 gallons per day, respectively. No customer will be less than one ERU. For every new connection to the South Bend Municipal Sewer Works, a capital contribution of $1,145 shall be collected per ERU. For every new connection to the South Bend Municipal Water Works, a system development charge of four hundred seventy-five dollars ($475.00) shall be collected per ERU and additional portion thereof to be connected. All charges shall be paid to the City at the time the application for connection is filed. For all other types of structures, the ERU calculation shall be based upon the ratio of Average Daily Flow as computed pursuant to 327 IAC 3-6-11 in relationship to 310 gallons per day. For structures not listed in 327 IAC 3-6-11, the ERU shall be calculated as the relationship between the Average Daily Flow reported in the sewer capacity certification for the structure and 310 gallons per day. 11. Waiver of Remonstration Owner agrees to waive its right to remonstrate and hereby consent to annexation. Further, Owner agrees to execute a petition of annexation upon request by the City. 12. Indemnification Owner agrees and undertakes to indemnify and hold the City, and its respective agents, employees, successors, and assigns, harmless from any liability, loss, costs, damages or expenses, including attorneys' fees, which the City may suffer or incur as a result of any claims or actions which may be brought by any person or entity arising out of this Agreement. If any action is brought against the City or its respective agents, employees, successors, or assigns, in connection with this Agreement, Owner agrees to defend such action or proceedings at its own expense and to pay any judgment rendered therein. 13.Insurance Owner, or Owner's contractor, at Owner's sole expense, shall maintain during the term of this Agreement, commercial general liability insurance covering the Owner and the Dedicated Improvements in an amount not less than Five Million Dollars ($5,000,000.00) per occurrence. Owner understands and agrees the amount of insurance does not in any way limit liability under this agreement to $5,000,000. The Certificate of Insurance shall be provided concurrently with the execution of this Agreement and attached as Exhibit E. 44. Assignment This Agreement may not be assigned by the Owner without the express written consent of the City which such consent may be withheld for any reason. Any violation of this limitation shall terminate the City's obligation and forfeit the Owner's rights under this Agreement. 15. Material Breach In the event either party breaches any of the provisions set forth herein, the non -breaching parry shall provide written notice of the breach to the breaching party. Upon receipt of the notice, the breaching party shall use its good faith efforts to cure the breach as soon as practical. In the event the breach is not cured within a reasonable amount of time, the non -breaching party may terminate this Agreement and pursue its legal and equitable remedies. 16. Governing Law and Jurisdiction This Agreement shall be construed and interpreted according to the laws of the State of Indiana, including, but not limited to, I.C. § 8-1-2-101.5 and 170 I.A.C. 6-1.5 et seq. and/or 170 I.A.C. 8.5-4 et seq. regarding the dispute resolution process of customer complaints, and shall be enforced in any court of competent jurisdiction in St. Joseph County, Indiana. It is further agreed that all provisions of law now or hereafter in effect relating to water and sewer service by the City shall be applicable to this Agreement. 17. Severability Wherever possible, each provision of this Agreement shall be interpreted in such a manner as to be effective and valid under applicable law, but if any provision of this Agreement shall be prohibited by or invalid under applicable law, such provision shall be ineffective only to the extent of such prohibition or invalidity, without invalidating the remainder of such provision or the remaining provisions of this Agreement. 18. Waiver No provision of this Agreement will be deemed waived, unless such waiver will be in writing and signed by the party against which the waiver is sought to be enforced. The waiver will not be construed to be a waiver of any succeeding breach of any such provision, a waiver of the provision itself, or a waiver of any other provisions of this Agreement. No delay or omission on the part of either party to exercise or avail itself of any right, power, or privilege that it has or may have under this Agreement will operate as a waiver of any breach or default. 19. Time Time is of the essence of this Agreement. 20. Entire Agreement This Agreement sets forth the entire agreement and understanding between the Owner and the City as to the subject matter hereof, and merges and supersedes all prior discussions, agreements, and understanding of any and every nature between them. 21. Corporate Authority The person signing on behalf of the Owner represents that he/she has been duly authorized to execute this Agreement on behalf of said Owner. IN WITNESS WHEREOF, the Owner and the City, through their duly authorized representatives, have caused this Agreement to be executed as of the day and year first written above. The parties have read and understand the foregoing terms of this Agreement and do, by their respective signatures hereby agree to its terms. IN WITNESS WHEREOF, the Owner and the City, through their duly authorized representatives, have caused this Agreement to be executed as of the date first written above. The parties have read and understand the foregoing terms of this Agreement and do, by their respective signatures, hereby agree to its term CITY OF SOUTH BEND, INDIANA Green Development Ventures, LLC. BOARD OF PUBLIC WORKS By. Print Y,,, Title. 1ci i nC-i'hn n!: ri(], yieA- - � ' !1�] ar7LiL�a- 713101100-21 Elizabeth A. Maradik, President Joseph R. Molnar, Vice President Gary A. Gilot, Member (:�Z--- Briana Micou, Member Murray L. Miller, Member ATTEST: Theresa M. Heffner, Clerk Date: August 13, 2024 PROJECT@ SEWER 0 WATER 1:1 TRAFF C 1:1 STREET E OTHER CITY OF SOUTH BEND, INDIANA, PREVAILING SPECIFICATIONS LATEST TO BE USED WITH THESE PLANS. EDITION, WILLOWGATE TRAILS SECTION THREE CITY OF SOUTH BEND, INDIANA BOARD OF PUBLIC WORKS Elizabeth A. Maradik, President Gary A. Gilot, Member Murray L. Miller, Member CITY PROJECT NO. DP24-014 RECOMMENDED BY CITY STAFF &a'4� S KARA BOYLES, Ph.D., P.E. Joseph R. Molnar, Vice President C 6 N JACOB KLOSINSKI A� 151h2Z6� KEN SMITH Briana Micou, Member ��- ��K LE LUDLOW Attest: Theresa M. Heffner, Clerk Date: August 13, 2024 STANDARD DRAWINGS DATE 8/1 /2024 CITY ENGINEER 08/01 /2024 ASSISTANT CITY ENGINEER 08/01 /2024 WATER WORKS 8/1 /2024 CONSTRUCTION MANAGER TABLE OF CONTENTS STANDARD DRAWINGS NOT INCLUDED IN PLAN DETAILS SHEET 1 COVER SHEET SHEET 2 ROADWAY DETAILS AND GENERAL NOTES 5-1— 5-11 WATER MAIN INFO. SHEET 3-4 PRIMARY PLAT 4-1 MANHOLES SHEET 5-7 SECONDARY PLAT 4-8 SLANT STACKS SHEET 8 FINAL DRAINAGE PLAN 4-11 PIPE BEDDING DETAIL SHEET 9 PLAN & PROFILE — DENISON DRIVE SHEET 10 PLAN & PROFILE — FENWICK DRIVE SHEET 11 PLAN & PROFILE — RUMFORD DRIVE SHEET 12 PLAN & PROFILE — CHATHAM DRIVE SHEET 13 PLAN & PROFILE — ANFIELD DRIVE SHEET 14 PLAN & PROFILE — TENNYSON COURT SHEET 15 PLAN & PROFILE — GRAFTON COURT SHEET 16 SANITARY SEWER DETAILS SHEET 17 WATER MAIN DETAILS SHEET 18 EROSION CONTROL PLAN SHEET 19-22 EROSION CONTROL DETAILS :■ABONMARCHE 315 W. Jefferson Blvd. South Bend, IN 46601 T 574.232.8700 F 574.251.4440 abonmarche.com COPYRIGHT 2024 - ABONMARCHE CONSULTANTS, INC. Benton Harbor Lafayette Ft. Wayne Portage Goshen South Bend Grand Haven South Haven Hobart Valparaiso 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 3-4-2024 DARYL S. KNIPV DATE PROFESSIONAL ENGINEER NO. PE19900163 \�\\\\\j1lllij111j1 y ��,\\\ , ` S. -vo. PE19900163- STATE OF 10T ; /D IA\A .— /ONAI 15' DRAINAGE, UTILITY, AND ROADWAY MAINTENANCE EASEMENT z 5' ' z SIDEWALK 1 W W M Z W J N ELECTRIC MINIMUM PAVEMENT THICKNESS CLASSIFICATION HMA SURFACE HMA BINDER HMA BASE CMP AGG NO. 53 Local Street 1 Y2" 2" 3 Y2" 6" 15' DRAINAGE, UTILITY, AND ROADWAY MAINTENANCE EASEMENT z_ 5' J SIDEWALK 6 z w w 07 a w c ELECTRIC TELEPHONE W :. d 2% TELEPHONE CABLE WATER MAIN 2 /T 40' RIGHT-OF-WAY PAVEMENT & CURB IN ACCORDANCE WITH LATEST COUNTY STANDARDS 14' PROFILE GRADE AND CENTERLINE 2 14' 2% 2' COMPACTED AGGREGATE, NO 53 15' DRAINAGE, UTILITY, AND ROADWAY MAINTENANCE EASEMENT g' 1' S' SIDEWALK z W W M 2' N W c 2% GAS MATCH EXISTING GRADE '/ SANITARY SEWER GRADE AS REQUIRED, LOCATION VARIES DUE TO ROAD CURVATURE ROADWAY SECTION (LOCAL -NOT TO SCALE- 40' RIGHT-OF-WAY PAVEMENT & CURB IN ACCORDANCE WITH LATEST COUNTY STANDARDS 1' 19, 19, CABLE WATER 2, MAIN MINIMUM PAVEMENT THICKNESS CLASSIFICATION HMA SURFACE HMA BINDER HMA BASE CMP AGG NO. 53 Collector Street 1 )/2" 2" 4 Y2" 6" PROFILE GRADE AND CENTERLINE 27o 2% y COMPACTED AGGREGATE, NO 53 ROADWAY SECTION COLLECTOR -NOT TO SCALE- FINISH 1/4 R f GRADE o N_ ROUGH GRADE III= �2-0,0 COMBINATION CURB AND GUTTER, TYPE A -NOT TO SCALE- Flood Plain Information Site is within Zone X - Area of minimal flooding per FEMA Panel 18141 CO177D, dated January 6, 2011. 2' 15' DRAINAGE, UTILITY, AND ROADWAY MAINTENANCE EASEMENT _ 6' 5' SIDEWALK 17GAS 2' SANITARY SEWER GRADE AS REQUIRED, LOCATION VARIES DUE TO ROAD CURVATURE BENCH MARKS: 1. RAILROAD SPIKE LOCATED ON OR NEAR CENTER OF BRICK ROAD APPROXIMATELY 150' EAST OF TARA DRIVE. ELEV. = 787.33 2. 1" IRON PIPE LOCATED ON OR NEAR NORTH RIGHT-OF-WAY LINE OF BRICK ROAD AND APPROXIMATELY 275' WEST OF TARA DRIVE. ELEV. = 791.12 w z J z w w En a w 2% MATCH EXISTING GRADE GENERAL NOTES: 1. ALL LOTS SHALL BE SERVICED BY MUNICIPAL SEWER AND WATER. 2. NO SUBSTITUTION IN ANY MATERIAL, OR ANY DEVIATION IN THE PLANS IS PERMITTED WITHOUT WRITTEN APPROVAL FROM ABONMARCHE CONSULTANTS. 3. WATER MAIN AND SANITARY SEWER AND APPURTANANCES SHALL BE FURNISHED, INSTALLED, AND TESTED IN ACCORDANCE WITH GENERAL CONSTRUCTION SPECIFICATIONS FOR THE CITY OF SOUTH BEND. 4. NO WORK SHALL BE PERFORMED WITHIN THE PROPOSED RIGHT-OF-WAY LIMITS UNTIL APPROVED PLANS HAVE BEEN OBTAINED, AND NOTIFICATION OF INTENT TO COMMENCE WORK 48 HOURS PRIOR. 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS. 6. AN APPROVED SET OF PLANS IS REQUIRED TO BE ON -SITE AT ALL TIMES WITH A COMPETENT SUPERINTENDENT ABLE TO MAKE DECISIONS. 7. ALL UTILITIES, SUCH AS NATURAL GAS, ELECTRIC, TELEPHONE, AND CABLE TELEVISION, SHALL BE UNDERGROUND. 8. CONTRACTOR SHALL PERFORM COMPACTION TESTING ACCORDING TO ST. JOSEPH COUNTY. 9. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHOULD INQUIRE ALL UTILITY COMPANIES FOR UNDERGROUND CONDUITS. ANY DAMAGES DONE TO PUBLIC AND OR PRIVATE PROPERTIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 10. ANY DISTURBED PAVEMENT, PAVEMENT TO BE REMOVED, CURB AND GUTTER, ETC., SHALL BE SAW CUT AND REPLACED USING THE SAME TYPE OF MATERIAL AND BROUGHT BACK TO ITS ORIGINAL GRADE AND ALIGNMENT. 11. NO CLOSING OF STREETS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL FROM ST. JOSEPH COUNTY ENGINEERING. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING PRECAUTIONS TO PROTECT THE WORK AND SAFETY OF THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN ALL NECESSARY BARRICADES, SUITABLE AND SUFFICIENT LIGHTS, DANGER SIGNALS, SIGNS, AND OTHER TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE FOR STREETS AND HIGHWAYS. 13. THE CONTRACTOR SHALL CONTACT ST. JOSEPH COUNTY ENGINEERING FOR TESTING REQUIREMENTS. SOIL AND/OR PAVEMENT DENSITY TESTS MAY BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 14. PER ST. JOSEPH COUNTY STANDARDS FOR ROADWAY AND STORM SEWER, THE MINIMUM SOIL COMPACTION REQUIREMENTS, USING MODIFIED PROCTOR, FOR BACKFILL MATERIAL AND PAVEMENT SUBGRADE WILL BE AS FOLLOWS: SUBGRADE UNDER PAVEMENT AND CURBS 95% TOPSOIL USED IN ALL BUT THE TOP SIX INCHES (6") OF FILLS IN AREA SPECIFIED 90% EXISTING GROUND RECEIVING FILLS 95% BACKFILL IN PIPE AND CONDUIT TRENCHES UNDER PAVEMENTS AND CURBS (6" LIFTS) 95% ALL OTHER AREAS RECEIVING FILL (12" LIFTS) 90% NOTE: A: FOR SANITARY SEWER BACKFILL REQUIREMENTS, SEE SANITARY SEWER DETAIL SHEET FOR MINIMUM SOIL COMPACTION REQUIREMENTS PER CITY OF SOUTH BEND. 16. ST. JOSEPH COUNTY ENGINEERING SHALL FIELD VERIFY THE CONTRACTOR'S CURB AND GUTTER MOLD PRIOR TO THE PLACEMENT OF ANY CURB. STORM SEWER: 1. ST. JOSEPH COUNTY DESIGN STANDARDS AND SPECIFICATIONS ARE TO BE USED. 2. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS III MIN. 3. MANHOLES SHALL BE A MINIMUM OF 48" PRE -CAST CONCRETE CONFORMING TO ASTM C-478 AND GOVERNMENTAL DESIGN STANDARDS STATED ABOVE. 4. ALL TERMINATING PIPES SHALL BE PROVIDED WITH END SECTIONS AND PROTECTED AGAINST EROSION WITH RIPRAP STONE. 5. ALL CASTINGS IN THE ROADWAY ARE TO BE INSTALLED TO INTERMEDIATE GRADE, FLUSH WITH THE ASPHALT, TO PREVENT PROBLEMS WITH PLOWS. THE STRUCTURES WILL NEED TO BE RAISED TO SURFACE GRADE AT THE TIME OF PAVING SURFACE. EARTHWORK: 1. ALL TOPSOIL SHALL BE REMOVED FROM THE ROADWAY BEFORE PAVEMENT IS CONSTRUCTED. 2. EXPOSED SUBGRADE SHALL BE PROOF ROLLED TO DETERMINE UNSUITABLE SOIL LOCATIONS. ANY UNSUITABLE SOIL SHALL BE EXCAVATED AND BACKFILLED WITH SUITABLE MATERIAL. 3. ALL TESTING SHALL BE DONE BY A QUALIFIED SOIL TESTING FIRM APPROVED BY THE OWNER. 4. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ON ALL DISTURBED AREAS OUTSIDE BUILDING AND ROADWAY AREAS. 5. ALL AREAS RECEIVING TOPSOIL SHALL BE FERTILIZED, SEEDED AND MULCHED TO PREVENT EROSION. IT IS THE RESPONSIBILITY OF THE EARTHWORK CONTRACTOR TO CONFORM TO INDIANA "RULE 5" REGARDING EROSION CONTROL. 6. STRAW BALES OR SILT FENCE ARE REQUIRED AROUND EACH STORM SEWER INLET DURING CONSTRUCTION. 7. POSITIVE DRAINAGE DURING CONSTRUCTION IS REQUIRED TO PREVENT ANY PONDING OF WATER OR ENCROACHMENT ONTO ADJACENT PROPERTY. o o W N a) = aTi _>>� ��oo, V _°) U U Q Q N Q 6 > o0 a) :a a) w Z z z O Z 0 w E mz Q 0 QM� oZoo � o N 0 V C �i N 0 1. o��$ M v) LL O U U M Z O a U &. I H Z W H Z _ H Z = � ��Oz a0� 0 �ZCLz W Q N � a�0= � W (D 0 0 J J U Uj Uj N H W J 11ttt- a0 W Q as W 0 Z a W 00 1= 06 w w w DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL �..Q,\STER�A �. :No. PE19900163: = STATE OF SIGNATURE: DATE: 3-4-2024 SCALE: HORZ: AS SHOWN VERT: ACI JOB # 23-1875 SHEET NO. 2 of 22 5�y paF'.RiEa°i 6 ------------------------------------------------- I URBAN DRAIN CERTIFICATE: THE ST. JOSEPH COUNTY, INDIANA, DRAINAGE BOARD HAS APPROVED THIS SUBDIVISION'S DRAINAGE SYSTEM AS AN URBAN DRAIN SPECIFIE) IN THE 1965 INDIANA DRAINAGE CODE, CHAPTER 305, ACTS OF 1965, +S AMENDED. y °aM°`P� a°ypysZe I y oa EJ�'aoP°p56ti I �ah�600� ooI a e o pNo\p,P °J I NW CORNER, E 1/2, SE 1/4 s�� j s SEC. 17, T.16 0N. R.2 1 100'x100' TEMPORARY N. 2366165. 46 41 rI , TURNAROUND EA EMENT - E. 150165.4634 ,, I ------- - e---- q 5_1%r .84' N UN1/4 --- - - y - - I ' ,569 E 1301 E, SE 1 /4 SECTION 17 I .— E1/4 CORNER 4— 130= £C. 17, T.38N. R.2E. 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I ' {IIy,�' I 158' ro e�� \ 13T - _ 137' r , / m l Il 145� J .-�_ J i V'' ��i I r a'I� 59 1 _ 1 w m , i ' ��n l ' • I I I ry �I / 50 1 / 179 eaea ��- .� I I 71 FFFn I I I i l l 137g�` / i L 3 A n �83 ! 1 (m 14 Y Y / 1 )— 1 s 1 1 I fd 1 \1951 45e 11 1 , Co-' f OR h I�j ��A�Cl N'.' R IV( kAN LEGEND ® 15' DRAINAGE, UTILITY & ROAD MAINTENANCE EASEMENT -d- ® 30' DRAINAGE EASEMENT, 15' EACH r' SIDE OF PROPERTY LINE I © 30' DRAINAGE EASEMENT I D 10' DRAINAGE EASEMENT ` ` 17 I rid ® RETENTION EASEMENT �+ ) �... '� �1 �i;, +0AC ® 5' NON -ACCESS EASEMENT G 15' DRAINAGE EASEMENT, 7.5' EACH is - / J SIDE Of PROPERTY LINE A 15' DRAINAGE EASEMENT '_, .� ,I I� I' "�•'° 35 DRAINAGE, UTILITY, LANDSCAPE 1 Tz ® & SIGNAGE EASEMENT pQ PROPOSED WATER VALVE i� �f0 I wJI cu,.i,.r, sc,vic nF1. 1 �. PROPOSED HYDRANT -- - ' � — PROPOSED WATER LINE fell-\ II DLAifA4 �MY" jz 1 ® PROPOSED SANITARY SEWER MANHOLE 11 {.5. PROPOSED SANITARY SEWER LINE •;'EL,; _ pA LS PROPOSED LIFT STATION n +`c\; J EXISTING FENCE LINE ) ono I`v I M: `? LANDSCAPE WATERSHED MAP SCALE: 1"-2000' w E s STREET CLASSIFICATION, BRICK ROAD (40' HALF R/W) PRIMARY PLAT & SUPPORT DATA SHEET RURAL ARTERIAL .... COLLECTOR ....... COLLECTOR GRAYSON DRIVE (R/W VARIES) WILLOWGATE TRAILS ....... RENSHAW DRIVE (R/W VARIES) MINOR .......... ALLERTON DRIVE (R/W VARIES) MINOR .......... ANFIELD DRIVE (R/W VARIES) MINOR .......... CHATHAM DRIVE (40' R/W) DEVELOPED BY: KENDALL-WEISS L.LP. MINOR .......... CRESSWELL DRIVE (40' R/W) 828 E. JEFFERSON BLVD. MINOR .......... DENISON DRIVE (R/W VARIES) SOUTH BEND, INDIANA 46617 MINOR .......... DUNCAN DRIVE (40' R/W) MINOR . . . . . . . . . . FENWICK DRIVE (40' R/W) SURVEYED BY: MINOR . . . . . . . . . . RUMFORD DRIVE (R/W VARIES) ABONMARCHE CONSULTANTS, LL.C. MINOR ...... .... BENSON COURT (40' R/W) 750 UNCOLN WAY EAST SOUTH BEND, INDIANA 46601 MINOR . . . .. . . . . . DERBY COURT (40' R/W) MINOR .......... GRAFTON COURT (40' R/W) GRAPHIC SCALE MINOR .......... MELWOOD COURT (R/W VARIES) MINOR .......... TENNYSON COURT (R/W VARIES) 10. ° w 1w 90° i0° (INFTM) 1 inch .' 100 It SOIL CLASSIFICATION, CoA . . . . . . . COUPEE SILT LOAM, 0-2% SLOPES, URBAN GROUP II --------- OsA ..... . . OSHTEMO SANDY LOAM, 0-2% SLOPES, URBAN GROUP I 09B ....... OSHTEMO SANDY LOAM, 2-6% SLOPES, URBAN GROUP I TrB ....... TRACY SANDY LOAM, 2-6% SLOPES, URBAN GROUP II TrC2 ....... TRACY SANDY LOAM, 6-12% SLOPES, ERODED, URBAN GROUP II TyC ....... TYNER LOAMY SAND, 6-12% SLOPES, URBAN GROUP I Tx ... .. . . . TROXEL SILT LOAM, URBAN GROUP I MARS 1 W. 4 - a THOMAS A. OESTERLING DATE _ REG. LAND SURVEYOR NO. 11462 STATE OF INDIANA CERTIFICATE OF APPROVAL --NOT FOR RECORDING PURPOSES PURSUANT TO INDIANA CODE SECTION 36-7-4, THE UNDERSIGNED CERTIFY THAT THE WH.LOWGATE TRAILS SUBDIVISION WAS CONSIDERED AND GRANTED PRIMARY APPROVAL BY THE PLAT COMMITTEE OF THE AREA PLAN COMMISSION OF ST. JOSEPH COUNTY, INDIANA ON THE FINDING APRIL 7. TEE CONCURRED IN 2005; AND THAT A MAJORITY OF THE MEMBERS OF THE COMMITS AND DECISION GRANTING APPROVAL, DETERMINING THAT THE SAID SUBDIVISION COMPLIES WITH THE STANDARDS SET FORTH IN THE ST. JOSEPH COUNTY, INDIANA SUBDIVISION CONTROL ORDINANCE. IN WITNESS WHEREOF, WE HAVE ATTACHED OUR SIGNATURES HE N: AND THE COMMISSION'S SEAL A11 CRETARY OF T OMMISSIONN,,,,AA4 + ° I rk✓ ROBERT W. SANTE '+Pg1I_ HAHIMAN OF THE COMMITTEE _ C� JOHN R. MCNAMARA �\ N / /192 I� I 1 8' / � �14 IiN� I� o - 145• -' p� g1 �, ioi�� I 4., ,I_ I m 1145' l v L4 / 4 i �'i �d \\ NI h 155 In 138' 1 m ti W 15 n� G 138' ml_6 0 r1138 I I 1 I nl \ I`�cI / 49 ��cq 1/4 180 N I N 17i rN 184 \, �I �^ 158 �: 4 39' W 1 137' 1 ` �° 34 n i e 1 137' s,� \\ 1 - // 59 �'6� /� 50 r "� �`33y7 s5\J ~/ 145' 71 i I r 137'� I n / 179 n I 14�- I,�,_�� // � , 1 -- -r � � 3// ,� p^ 11 ,\�G3� � 146• �m / II , / ,, / —'� 91\ rr•1-�, �n jI 'M_ i 19511 10 �r- 15-3r1T1 rnN o ll I -41 1158 Ifily 1; 1 5' 178 017 31 � 'J2352 141 o�gPOy6�B I I _-�s/ 145'/ 1 159t bo 177ill% 7I 95 TrB176 / i% 14T w I V i� I j v A / I I '�• T4 90 \ -fi62 b 1 181,1 1BU f v' 58 Ll 551 541 N 29m �r i ( 1 5 ' 133���`/W \\ 28 In 1 198/ 11991 ^ 20¢ / �" `, 70a1/ wv ` \ / 15p \\ '1 I ^o -L I t \ / 41 201 18875' 681 ^v I vI I i _/i /,, 4�- s2' N \ \\ \\ OsA II \ y 2TmFO 12D3 ' fo ` g . - 25 -' \ \ ` �IV / \ \ 1' I I I y� � lryC .i(1' m _ '� `� tti 27 I��NpI /_� 113 , I r' � '�� `�, - rw• 26. `. \ 208 \_ ___ ?y 3 / d9 � I I _ -�- ��72-7 ,_ - � r� `� � `� `�`N 09� �: �pm✓3' / ° m ^� `�®-fir - Y4''� -k Q/ 1204 _207- 7An208 I ?27 i f °, ,''" (-1.DSj o' 210 I� �> 6T— I I w��� i i 7 / / 1222 '4 v 211 $ 213 co 6 212 l / 03 IIIR /wI Il IS � 4I 1I1 I i lII II ydI11iir rt4 -9y - CoAO15 18 WON89S'19'W 312.00' z x J150' i5328' 1rnln i4 lQ _o'4423 N 1 82lI rSIC\ l It 218 ------------4 7 li411Y I OsB —156'3 r2 bg', 79' 138' 1 I �o N89W'19"W 1' i OPO56L I m It I yr------ ---------- i------N - N89 1881 I G '`�'' �yaWS.2=o?O`Pv2Or e� III 1I 0�eT\10.5oV•(\'• FS\`r✓c 155.95' 0?O�I II QJ"0 .gcYL m 0 II 4ia� oiep,aOwzcaam Krs�z0 290 3 m I 70.28Wepp w o"� 105' N N• 0a6IIV7057'24.W� S �24 = W N / VI 2 1 >- �0 • / • Zio 2 I a'� i 0 I 49.18 �� o o I H m I> �mz ry I I �-sm � I F' o' 1 � m �2 � m' O —�� o' fJa2 O - / a,'m� dti�o'?n o' r--' MW CURRENTLY OR PREVIOUSLY I Co. 1 OM W��MW �U")�04, Mt �' (N� now I 2��+ 2 m2 12gmm I BRENT W. & JUUE A. HARNISH C� pb �4 Mm Nr pQ yl 1 p y'2 �p^� I mN m� IW �N m� ��� 23167 BRICK ROAD 1 'f O ��2 �/� I v= O \ - —� g a�oN r;� �� I ��� I a 8� SOUTH BEND, INDIANA 46628 1 ________ r T to I 0 Z — - -'- •�� d� I y°� r —�� r-------- a' h L - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - m \\ _r------ SOUTH LINE SECTION 17 -----J •� T& --_ _��785'lg6' _3L_________1____ ___J .._.._.._.._.._..-.._.._.._.._.._..-.. .-.._.. - --_._ u-L.-..-..-..-..-..-.._.._.._.._ BRICK ROAD (R-A VARIES5 N89'56'19'W 148.18' N89'561 W 269.08------------------------r_______T-______� r___-_--T--______I_______-1.______-, r_______T_-_____ S 1/4 CORNER I I I --' SEC. 17, T.38N. R.2E. I \------� /---F N. 2364248.9209 E. 148878.6083 I 1 1 F0�509$ j o: I I 3 1 17 I 1 q G.5 a1 1 88 I 8 7 6 5 4 I 3 I � I 2 1 o G 87 I I I I I I o ___________ I J I I I 1 I I a SP�a I I I I > I (MP�QO\�Q POD ,P \� 2 ASHARD DRIVE I rn - ¢ I I p`11 1�GE i i I I 162------7 o (50' R/W) 100 2 I F 3 I ¢ 00 I ¢ J I` ------------- Fr1 86 85 9 1 10 I 11 1 1 12 I I I 15 1 1 3 1 I NOTES: 1. THE LANDSCAPE AND SIGNAGE EASEMENT DELINEATED ON THIS SUBDIVISION PLAT AS EASEMENT "r IS RESERVED TO THE DEVELOPER OF SAID SUBDIVISION, ITS SUCCESSORS AND ASSIGNS. THE DEVELOPER RESERVES THE RIGHT TO CONSTRUCT SIGN(S) AND LANDSCAPING FEATURES, PER THE ST. JOSEPH COUNTY ZONING ORDINANCE, IN ORDER TO IDENTIFY SAID SUBDIVISION AND/OR TO PROVIDE FOR THE PROMOTION AND EFFECT THE SALE OF LOTS OR STRUCTURES IN SAID SUBDIVISION. THE OWNER(S) OF THE LOT(S) CONTAINING SAID EASEMENTS, ITS SUCCESSORS AND ASSIGNS SHALL TAKE THEIR TITLES SUBJECT TO SAID USE OF THE LANDSCAPE AND SIGNAGE EASEMENT. 2. ALL EASEMENTS THAT ARE INDICATED ON DOCUMENTATION PROVIDED BY THE PROPERTY OWNER ARE SHOWN HEREON. 3. EROSION CONTROL PLANS WILL BE FILED WITH THE RESPECTIVE GOVERNING AGENCIES. 4. ALL LOTS WILL BE GOVERNED BY RESTRICTIVE COVENANTS. 5. ENGINEERING REPORT: ALL LOTS ARE PROPOSED TO BE SERVICED BY MUNICIPAL WATER & SANITARY SEWER. THE STREETS AND STORM WATER DRAINAGE SYSTEM WILL BE DESIGNED ACCORDING TO THE LATEST ST. JOSEPH COUNTY STANDARDS. 6. THE SITE IS IN ZONE C - NO FLOOD ELEVATIONS EXIST PER COMMUNITY PANEL NO. 180224 0025 A, DATED AUGUST 15, 1978. 7. THE DRAINAGE AND UTILITY EASEMENTS DELINEATED ON THIS PLAT ARE EASEMENTS RESERVED TO THE DEVELOPER OF SAID SUBDIVISION, ITS SUCCESSORS, ASSIGNS, THE ST, JOSEPH COUNTY DRAINAGE BOARD, ST. JOSEPH COUNTY BOARD OF COMMISSIONERS AND UTILITY COMPANIES. THE DEVELOPER, ITS SUCCESSORS AND ASSIGNS RESERVE THE RIGHT TO CONSTRUCT AND MAINTAIN CONTINUOUS DRAINAGE FACILITIES, INCLUDING, BUT NOT LIMITED TO, SWALES, PIPES AND DRYWELLS, TO PROVIDE WITHIN SAID EASEMENTS YARD DRAINAGE ON, ACROSS AND BETWEEN, ALL LOTS ON THIS PLAT. THE OWNERS OF THE LOTS CONTAINING SAID EASEMENTS. THEIR SUCCESSOR AND ASSIGNS SHALL TAKE THEIR TITLES SUBJECT TO SAID USE OF THE DRAINAGE AND UTILITY EASEMENTS. B. ACCORDING TO THE 1999 ST. JOSEPH COUNTY POTENTIAL GROUNDWATER CONTAMINATION SITES MAP PUBLISHED BY THE MICHIANA AREA COUNCIL OF GOVERNMENTS, THE INACTIVE BRYANTS LANDFILL IS LOCATED IN THE VICINITY OF THE LOTS IN THIS SUBDIVISION. THE LANDFILL WAS REPORTED BY THE INDIANA STATE DEPARTMENT OF HEALTH. 9. BUILDING SETBACK LINES SHALL CONFORM TO APPLICABLE PROVISIONS OF THE ZONING ORDINANCE. 10, THE TEMPORARY TURN -AROUND EASEMENTS DELINEATED ON THIS SUBDIVISION PLAT IS AN EASEMENTS RESERVED FOR THE USE AND ENJOYMENT BY THE PUBLIC FOR THE PURPOSE OF REVERSING VEHICULAR TRAFFIC. UPON THE AREA OF GROUND DESIGNATED HEREIN AND MARKED AS "100' TEMPORARY TURN -AROUND EASEMENT", NO PERMANENT OR OTHER STRUCTURES ARE TO BE ERECTED OR MAINTAINED, BUT THE OWNER(S), THEIR SUCCESSORS AND ASSIGNS, OF SAID REAL ESTATE SHALL TAKE THEIR TITLES SUBJECT TO THE RIGHTS OF SAID EASEMENT. THE EXISTENCE OF, AND RIGHTS TO, SAID EASEMENTS WILL BE AUTOMATICALLY RELEASED UPON THE EXTENSION OF ROADS CONTAINING SAID EASEMENTS. 11. IT IS UNDERSTOOD BY THE OWNERS SUCCESSORS IN INTEREST THAT THIS SUBDIVISION LIES IN CLOSE PROXIMITY TO AN OPERATING AIRPORT AND THAT THE OPERATION OF THE AIRPORT AND THE LANDING AND TAKEOFF OF AIRCRAFT MAY GENERATE HIGH NOISE LEVELS. THEREFORE, IN CONSIDERATION OF THE ISSUANCE BY THE INDIANA DEPARTMENT OF TRANSPORTATION OF A PERMIT PURSUANT TO INDIANA CODE 8-21-10-3-b TO CONSTRUCT A RESIDENTIAL BUILDING OR OTHER BUILDING DESIGNED FOR NOISE SENSITIVE USES ON SAID REAL PROPERTY IN ACCORDANCE WITH THE TERMS OR OWNER'S APPLICATION. OWNER(S) HEREBY COVENANT THAT THEY SHALL NOT INITIATE OR SUPPORT ACTION IN ANY COURT OR BEFORE ANY GOVERNMENT AGENCY IN THE PURPOSE OF THE ACTION IS TO INTERFERE WITH, RESTRICT OR REDUCE THE OPERATION OF THE AIRPORT OF THE USE OF THE AIRPORT BY ANY AIRCRAFT. OWNERS FURTHER COVENANT THAT THEY SHALL NOT PROTEST OR OBJECT TO THE OPERATION OF THE AIRPORT OF THE LANDING OR TAKEOFF OF AIRCRAFT BEFORE ANY COURT OR AGENCY OF GOVERNMENT. THE COVENANTS CONTAINED HEREIN SHALL RUN WITH THE LAND AND SHALL BE BINDING UPON THE OWNERS AND SUCCESSORS AND ASSIGNS. LEGEND ® 15' DRAINAGE, UTILITY & ROAD MAINTENANCE EASEMENT O 30' DRAINAGE EASEMENT, 15' EACH SIDE OF PROPERTY LINE CO 30' DRAINAGE EASEMENT Q 10' DRAINAGE EASEMENT ® RETENTION EASEMENT © 5' NON -ACCESS EASEMENT © 15' DRAINAGE EASEMENT, 7.5' EACH SIDE OF PROPERTY LINE ® 15' DRAINAGE EASEMENT ® 35' DRAINAGE, UTILITY, LANDSCAPE & SIGNAGE EASEMENT pd PROPOSED WATER VALVE PROPOSED HYDRANT — PROPOSED WATER LINE 31 PROPOSED SANITARY SEWER MANHOLE ,- PROPOSED SANITARY SEWER LINE LS PROPOSED LIFT STATION EXISTING FENCE LINE - SOIL CLASSIFICATION: CoA .. .. ... COUPEE SILT LOAM, 0-2% SLOPES, URBAN GROUP II OsA . .. .. .. OSHTEMO SANDY LOAM, 0-2% SLOPES, URBAN GROUP I OsB . . ... . . OSHTEMO SANDY LOAM, 2-6% SLOPES, URBAN GROUP I TrB . . ..... TRACY SANDY LOAM, 2-6% SLOPES, URBAN GROUP II TrC2 ....... TRACY SANDY LOAM, 6-12% SLOPES, ERODED, URBAN GROUP II TyC ....... TYNER LOAMY SAND, 6-12% SLOPES, URBAN GROUP I Tx . . . . . . . . TROXEL SILT LOAM, URBAN GROUP I STREET CLASSIFICATION: BRICK ROAD (40' HALF R/W) RURAL ARTERIAL . . . . COLLECTOR ....... GRAYSON DRIVE (R/W VARIES) COLLECTOR . ...... RENSHAW DRIVE (R/W VARIES) MINOR .......... ALLERTON DRIVE (R/W VARIES) MINOR .......... ANFIELD DRIVE (R/W VARIES) MINOR .... ...... CHATHAM DRIVE (40' R/W) MINOR .......... CRESSWELL DRIVE (40' R/W) MINOR .......... DENISON DRIVE (R/W VARIES) MINOR .... , ..... DUNCAN DRIVE (40' R/W) MINOR .. ...... .. FENWICK DRIVE (40' R/W) MINOR .......... RUMFORD DRIVE (R/W VARIES) MINOR .......... BENSON COURT (40' R/W) MINOR ......... . DERBY COURT (40' R/W) MINOR .......... GRAFTON COURT (40' R/W) MINOR ........ .. MELWOOD COURT (R/W VARIES) MINOR . . .. . .. . . . TENNYSON COURT (R/W VARIES) MAR?, 'D0. 4 = P THOMAS A. OESTERLING DATE REG. LAND SURVEYOR NO. 11462 STATE OF INDIANA PRIMARY PLAT & SUPPORT DATA SHEET WILLOWGATE TRAILS DEVELOPED BY: KENDALL-WEISS L.L.P. 828 E. JEFFERSON BLVD. SOUTH BEND, INDIANA 46617 SURVEYED BY: ABONMARCHE CONSULTANTS, L.L.C. 750 LINCOLN WAY EAST SOUTH BEND, INDIANA 46601 GRAPHIC SCALE tar o w and ( DI F66T ) 1 inch - 100 K j 1-i m-t wo 00 �z >- . Q N-) Qr �C �z O Q- >J Q w N 00 00 o 4 - - 00 Ln 0 N 0 0 z m 00 wm z0 N 77voo o<�� JQ�o DwLn Cn 00o-) If,J O O D >- O wOQI a_ 5 w zo OOw >-O00u m zoFn< w�- �z mQ u 11. LOT 3 HOMESTEAD FARMS MAJOR SUBDIVISION INSTR. NO. 0326449 N89°39'02"E 185.00' 145.00' 1 20' 20' SECONDARY PLAT WILLOWGATE TRAILS, SECTION THREE PART OF LOTS 3, 4, AND 5 OF HOMESTEAD FARMS MAJOR SUBDIVISION LOCATED IN THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 38 NORTH, RANGE 2 EAST, GERMAN TOWNSHIP, ST. JOSEPH COUNTY, INDIANA '0`� � H S 105 83°2519E 16o Cn CT, oo �r'� 0 � � / GR A GN / A 0 G C)�j ` r 1� N tv s93 STORM WATER / ;Q j 106 ASEMENT C30 6''E �11 6g J RETENTION NO. E054 588 `7 H N6g°56 Or cn 01 U' Q0 107 rn, o, r'' \ v�`� C47 O� 5r �, /GA) DRAINAGE EASEMENT /� G�,0 ��' 1 cp INSTR. NO. 0541588 / \ Q� / Q� F ,��`.-j tx �(0 tilb. s� 139 138 ���, . �o. LOT 141 • :: LOT 89 �� \\ LOT 90 \ WILLOWGATE TRAILS \ SECTION TWO \ INSTR. #0735979 LOT 91 \ C / \ LOT 4 HOMESTEAD FARMS �`�iS v G' \ MAJOR SUBDIVISION s6'. LOT 52 \ INSTR. NO. 0326449 /fin . \ \ P.O.B. I � SECTION 3, �-b �� LOT 143 0 PART II— C 0 Ln �O 186 A �� 0 � N89°39 02 E 335.86 � 5 � LOT 144 N89°39 02 E 00L21 L22 � L23 L24rl 145.00' E \ 0 187 CO g 6' �LOT 145 \\ I� I - - - co 0 00rn w LEI w !� 146 N� � N89°39'02"E 0 o0 149 148 00 147 00 N 150 Ln �, Ln Ln 145.00' 0 0 0 0 0 z N N N A 0 0 z r 0 0 0 0 60 6 CO 188 3I rn � 0 26.30' o � 0 0 w csA 62.30' 83.57' 83.00' 75.00' C55 m N89°39 02 E Cn 00 1 145.00' 1 - RUMFORD DRIVE 40' R/W N89°39'02"E 382.17' C4 0 0 0 o w 346.00' 36.17' CD o 00 189 00 o I h� 125.34' 94.77' L17 �, h�— C56 c� Lo G s G Q � z N89°39'02"E 0 �( A d' co A \ o 0+ LOT 152 N 0 00 , _ 00 00 �J � I m 145.00 Z n J Ln I� \ o� cp, o La 184�0 0 CO 151 o o A190 � o 0 N � Cr) CO z w S89°56'19"E 149.68' S89°39'02"W 157.54 S89°39'02"W 148.46' - LOT 153 Q z N89°39'02"E CO o WILLOWGATE TRAILS 145.00' 0 Y SECTION TWO Q 00 0 0 183 00 169 rn 0 °' 167 I INSTR. #0735979 co w191 I o J a� °' z w oho-- m C J r- CO 0 0/1 1 � G/l -------- O 145.00' 20' 20' 157.54' z 148.46' 20' 20' 147.18' S89°39'02"W 678.18' CURRENTLY OR PREVIOUSLY OWNED BY & JULIE A. HARNISH i BRENT W. HARNISH I INSTR. N0. 0539091 STREET CLASSIFICATION: MINOR . . . . . . . . . . . CHATHAM DRIVE (40' R/W) MINOR . . . . . . . . . . . ANFIELD DRIVE (40' R/W) MINOR . . . . . . . . . . . TENNYSON COURT (40' R/W) MINOR . . . . . . . . . . . RUMFORD DRIVE (40' R/W) MINOR . . . . . . . . . . . FENWICK DRIVE (40' R/W) MINOR . . . . . . . . . . . DENISON DRIVE (40' R/W) MINOR . . . . . . . . . . . GRAFTON COURT (40' R/W) GENERAL NOTES: 1. AREA OF SUBDIVISION = 14.07f ACRES R/W TO BE DEDICATED = 1.85f ACRES STORMWATER RETENTION EASEMENT = 3.82f ACRES LOTS (BUILDABLE) = 12.22f ACRES 2. THE EASEMENTS SET FORTH ON THIS PLAT ARE HEREBY GRANTED TO ST. JOSEPH COUNTY, INDIANA, ST. JOSEPH DRAINAGE BOARD, AND ALL OTHER UTILITIES WITH TERRITORIAL JURISDICTION IN INDIANA, SEVERALLY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS TO INSTALL, LAY, ERECT, CONSTRUCT, RENEW, OPERATE, REPAIR, REPLACE AND MAINTAIN ROADWAYS, DRAINAGE FACILITIES, SEWERS, WATER MAINS, GAS MAINS, CONDUITS, CABLES, POLES, WIRES (EITHER OVERHEAD OR UNDERGROUND) WITH ALL NECESSARY BRACES, GUYS, ANCHORS AND OTHER APPLIANCES IN, UPON, ALONG AND OVER THE STRIP OF LAND DESIGNATED ON THIS PLAT AND MARKED "EASEMENTS" FOR THE PURPOSE OF SERVICE TO THE PUBLIC IN GENERAL WITH STORM WATER MANAGEMENT, SEWERS, WATER, GAS, ELECTRIC AND TELECOMMUNICATION SYSTEMS. THE EASEMENTS HEREIN GRANTED AND DESCRIBED, INCLUDING BUT NOT LIMITED TO UTILITY AND DRAINAGE, INCLUDE THE RIGHT TO USE THE STREETS WERE NECESSARY TO PROVIDE SERVICE TO SERVE ADJACENT LOTS, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENT FOR UTILITIES AT ALL TIMES FOR ANY PURPOSE AFORESAID, SUBJECT TO JURISDICTIONAL PERMITTING AND APPROVAL. ADDITIONALLY, THE AFOREMENTIONED EASEMENTS FURTHER INCLUDE THE RIGHT TO REMOVE ANY TREES, SHRUBS, OR SAPLINGS WITHIN THE EASEMENT. NO PERMANENT BUILDINGS OR OTHER _ STRUCTURES, INCLUDING FENCING OR LANDSCAPE FEATURES, SHALL BE PLACED ON SAID EASEMENT. OWNERS OF LOTS IN THIS SUBDIVISION SHALL TAKE THEIR TITLES SUBJECT TO THE EASEMENTS DESCRIBED HEREIN, THE RIGHTS OF THE CITY, COUNTY, AND UTILITIES, AND THE RIGHTS OF THE OWNERS OF OTHER LOTS IN THIS SUBDIVISION. 2. TO THE BEST OF OUR RESEARCH, ALL EASEMENTS OF RECORD ARE SHOWN. 3. EROSION CONTROL PLANS WILL BE FILED WITH THE RESPECTIVE GOVERNING AGENCIES. 4. ALL LOTS WILL BE GOVERNED BY RESTRICTIVE COVENANTS. 5. ALL LOTS ARE PROPOSED TO BE SERVICED BY CITY OF SOUTH BEND MUNICIPAL WATER AND SANITARY SEWER SYSTEMS. \ 6. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FEDERAL INSURANCE RATE (FIRM) \ MAPS, THE SUBJECT PROPERTY IS LOCATED IN ZONE X ON MAP PANEL NUMBER 18141 CO177D WITH AN EFFECTIVE DATE OF JANUARY 6, 2011. 7. ACCORDING TO THE 1999 ST. JOSEPH COUNTY POTENTIAL GROUNDWATER CONTAMINATION SITES MAP PUBLISHED BY THE MICHIANA AREA COUNCIL OF GOVERNMENTS, THE INACTIVE BRYANTS LANDFILL IS LOCATED IN THE FACILITY OF LOTS IN THIS SUBDIVISION. THE LANDFILL WAS REPORTED BY THE INDIANA STATE DEPARTMENT OF HEALTH. 8. ALL BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE PROVISIONS IN THE ST. JOSEPH COUNTY ZONING ORDINANCE OR AS APPROVED. 9. THERE ARE NO ENCROACHMENTS OF EXISTING PERMANENT STRUCTURES UPON LOT LINES OR BUILDING SETBACKS CREATED IN THE PLATTING OF THIS SUBDIVISION. 10. PARCEL TAX KEY NUMBERS: 004-1009-016107, 004-1009-016106, 004-1009-016207 AND 004-1009-0161. 11. BOUNDARY SURVEY RECORDED UNDER INSTRUMENT NUMBER 0520791 IN THE OFFICE OF THE RECORDER, ST. JOSEPH COUNTY. 12. IT IS UNDERSTOOD BY THE OWNERS SUCCESSORS IN INTEREST THAT THIS SUBDIVISION LIES IN CLOSE PROXIMITY TO AN OPERATING AIRPORT AND THAT THE OPERATION OF THE AIRPORT AND THE LANDING AND TAKEOFF OF AIRCRAFT MAY GENERATE HIGH NOISE LEVELS. THEREFORE, IN CONSIDERATION OF THE ISSUANCE BY THE INDIANA DEPARTMENT OF TRANSPORTATION OF A PERMIT PURSUANT TO INDIANA CODE 8-21-10-3-b TO CONSTRUCT A RESIDENTIAL BUILDING OR OTHER BUILDING DESIGNED FOR NOISE SENSITIVE USES ON SAID REAL PROPERTY IN ACCORDANCE WITH THE TERMS OR OWNER'S APPLICATION. OWNER(S) HEREBY COVENANT THAT THEY SHALL NOT INITIATE OR SUPPORT ACTION IN ANY COURT OR BEFORE ANY GOVERNMENT AGENCY IN THE PURPOSE OF THE ACTION IS TO INTERFERE WITH, RESTRICT OR REDUCE THE OPERATION OF THE AIRPORT OF THE USE OF THE AIRPORT BY ANY AIRCRAFT. OWNERS FURTHER COVENANT THAT THEY SHALL NOT PROTEST OR OBJECT TO THE OPERATION OF THE AIRPORT OF THE LANDING OR TAKEOFF OF AIRCRAFT BEFORE ANY COURT OR AGENCY OF GOVERNMENT. THE COVENANTS CONTAINED HEREIN SHALL RUN WITH THE LAND AND SHALL BE BINDING UPON THE OWNERS AND SUCCESSORS AND ASSIGNS. 13. A WAIVER FROM SECTION 153.105 Q (1) TO ALLOW 40 FOOT WIDE LOCAL STREET RIGHT-OF-WAY WHERE 50 FOOT IS REQUIRED WAS GRANTED BY THE PLAT COMMITTEE ON THE DATE OF SECONDARY APPROVAL. LEGEND AO 15' DRAINAGE, UTILITY & ROADWAY MAINTENANCE EASEMENT SURVEYED BY: gO 30' DRAINAGE EASEMENT, 15' EACH SIDE OF PROPERTY LINE O 30' DRAINAGE EASEMENT ABONMARCHE CONSULTANTS, INC. 315 W JEFFERSON BOULEVARD OD 15' DRAINAGE EASEMENT SOUTH BEND, IN 46601 0 15' DRAINAGE EASEMENT, 7.5' EACH SIDE OF PROPERTY LINE OWNER/DEVELOPER: O 30' DRAINAGE EASEMENT, 15' EACH SIDE OF CENTERLINE (PER INSTR. NO. 0731394) WESTVIEW CAPITAL, LLC O 30' DRAINAGE EASEMENT, 15' EACH SIDE OF CENTERLINE (PER INSTR. NO. 0541588) 2186 E CENTRE AVENUE O STORMWATER RETENTION EASEMENT (PER INSTR. NO. 0541588) PORTAGE, MI 49002 0 7.5' DRAINAGE EASEMENT GRAPHIC SCALE O TEMPORARY TURNAROUND EASEMENT 60 0 30 60 120 0 SET 5/8" REBAR OR MAGNAIL WITH ID CAP "ABONMARCHE FIRM #50" ( IN FEET ) 1 inch = 60 ft. a) 0 C d I.IJ > 0 O o .N = E T �C) 0 �> V U o73 Q = o c N o7330} a t mc�°=° w oz CIOz z > O V a 01 m°� E Q c ° oZoo Z m °' Q NN E i 3�vv 1. r 0 Z _ 0 "-'' O " >_ 0 o V m W h H W to LL- 0- LU O N � W Z Z > O v> 1�-- 0 *aZ V �N �Q a z H = W Q W z W 0 a �N H O = W z � N =D � 0 (, 0 a O U O J Q oar Z = O_ aN� 0 mmj uu Lu Z N = c0 � � M O Z a LPL 0a� W N �0� w 0 DRAWN BY: CMR PM REVIEW: SR QA/QC REVIEW: DATE: 6/12/2024 SEAL: * _ LS29700002 - = STATE OF = - Lu i,,,, IS U Hilt, N HARD COPY IS INTENDED TO BE 24" X 36" WHEN PLOTTED. SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES SCALE: HORZ: 1" = 60' r ACI JOB # • U 23-1875 W SHEET NO. 1 of 3 LINE DATA TABLE LINE # BEARING LENGTH L1 S60°36'20"W 118.80' L2 S55°36'18"W 40.07' L3 S56°33'03"W 73.67' L4 S71 °43'02"W 34.98' L5 S34°43'34"E 42.01' L6 S1 °22'24"W 83.15' L7 N46°09'14"W 81.66' 110 S33°45'20"E 20.00' L11 S33°45'20"E 20.00' L15 S53°42'38"W 13.06' L16 S7°07'04"E 18.65' L17 N85'19'47"W 26.42' L18 S4°4O'13"W 26.42' L21 S89°39'02"W 94.29' L22 S89°39'02"W 83.57' L23 S89°39'02"W 83.00' L24 S89°39'02"W 75.00' L25 S71 °43'02"W 61.97' L26 S34°43'34"E 21.08' L27 S34°43'34"E 20.93' L28 S55°36'18"W 20.04' L29 S55°36'18"W 20.03' L31 NO°08'07"E 72.51' L32 NO°08'07"E 75.53' L33 NO°08'07"E 30.48' L34 NO°08'07"E 18.25' L35 NO°08'07"E 25.07' L39 S87°43'11 "E 29.19' L40 N6°10'50"W 29.44' L41 S46°44'42"E 44.40' L42 S33°42'57"E 80.40' L43 N48°32'03"E 59.89' L44 N48°32'03"E 70.17' L45 N48°32'03"E 72.00' L46 N48°32'03"E 66.65' L47 N6°10'50"W 61.00' L51 SO°20'58"E 56.57' L54 SO°20'58"E 56.57' CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C2 193.48' 200.00' 55°25'39" N21 °03'35"E 186.02' C3 77.68' 300.00' 14°50'06" N14'04'18"W 77.46' C4 87.02' 300.00' 16*37'12" N81 °20'26"E 86.72' C7 17.20' 200.00' 4°55'38" N46°18'35"E 17.19' C8 58.95' 400.00' 8°26'40" N41 °55'54"W 58.90' C29 34.30' 280.00' 7°01'05" N52'16'57"E 34.28' C30 17.34' 180.00' 5°31'07" N46°00'51 "E 17.33' C31 128.73' 180.00' 40°58'29" N22°46'03"E 126.00' C32 8.51' 280.00' 1 °44'28" N7°31'29"W 8.51' C33 30.45' 30.00' 58°09'48" N37°28'37"W 29.16' C34 18.05' 50.00' 20°40'52" N56°13'05"W 17.95' C35 59.21' 50.00' 67°50'48" N11 °57'15"W 55.81' C36 41.15' 50.00' 47°09'23" N45°32'50"E 40.00' C37 43.34' 50.00' 49°40'04" S86°02'26"E 42.00' C38 46.34' 50.00' 53*06'19" S34°39'15"E 44.70' C39 38.1 V 50.00' 43°40'23" S13°44'06"W 37.20' C40 24.09' 30.00' 46°00'04" S12°34'15"W 23.44' C46 39.51' 320.00' 7°04'29" S52°18'39"W 39.49' C47 41.96 30.00' 80°08'08" N86°13'18"W 38.62' C48 54.85' 380.00' 8*16'11" N42°01'08"W 54.80' C49 63.06' 420.00' 8°36'09" N41 °51'09"W 63.00' C50 41.08' 30.00' 78°27'47" S6°55'20"E 37.95' C51 98.80' 220.00' 25°43'52" N19°26'37"E 97.97' C52 50.81' 220.00' 13*13'56" NO°02'17"W 50.70' C53 21.09' 320.00' 3°46'32" N8°32'31 "W 21.08' C54 43.58' 30.00' 83*13'54" S48°44'01 "E 39.85' C55 74.79' 280.00' 15*18'16" N81 °59'54"E 74.57' C56 86.56' 320.00' 15°29'53" S79°38'11 "W 86.29' C57 45.94' 30.00' 87°44'05" S43°31'05"W 41.58' C58 44.50' 30.00' 84°58'49" N42°50'22"W 40.53' C59 44.50' 30.00' 84°58'49" S47°09'38"W 40.53' C60 176.28' 200.00' 50°30'02" N18°35'46"E 170.63' C61 28.07' 180.00' 8°56'04" N2°11'13"W 28.04' C62 36.91' 300.00' 7°02'54" S52°17'51 "W 36.88' .0.C. FD. HARR. MON. NW. COR., SE. 1 /4 SEC. 17-38N-2E I S89°51'53"E 1,30 A ' �w o wz LOL:�j I �Qoo O �m�_� J Li > Q ��u�o w Ln J > a- CO w w L� v iw �Q w i Q Ln 0 w Q w w w Cn ck� Q o I� Q 0m o w0 00 �z Q Q� �z o Q- w _0 - Q w N � 00 00 ~ O rq 00 Ln 0 N SECONDARY PLAT WILLOWGATE TRAILS, SECTION THREE PART OF LOTS 3, 4, AND 5 OF HOMESTEAD FARMS MAJOR SUBDIVISION LOCATED IN THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 38 NORTH, RANGE 2 EAST, GERMAN TOWNSHIP, ST. JOSEPH COUNTY, INDIANA O.B. LOT 19 SECTION 3, CURRENTLY OR PREVIOUSLY OWNED BY MAYFLOWER ESTATES AT LIGHTNER FARM PART I DALE L. ASHLEY REVOCABLE TRUST (FEB. 23, 2012) INSTR. NO. 2022-23225 S89°51'53"E 1006.83' INSTR. NO. 1206156 N. LINE, SE. 1 4, SEC. 17-38N-2E % 512.18' 494.65 149.40' w 110.42' 168.61' 83.75' N r- - W LOT 82 Lij 00 WILLOWGATE TRAILS o N o O° �� SECTION TWO o s 00 �, 99 INSTR. #0735979 Io 0 680/S z I ��j �� Ln - -- - z 16g. gs 1 F H 100 LO A =�R� LOT 3 � 98 HOMESTEAD FARMS MAJOR SUBDIVISION o SOT 83 INSTR. NO. 0326449 w S68o1, C37 l z o If IW C0 1-- F O 8' o o -81°53 5 o o -L0"no 101 o L-Ooo F N 00 LOT 84 zz 97 00 H _N83°2045 E � 0� N20'45E 146.3 � _ILIJ 0.464705' 0 C32 N83°2045E II o w'No c(D N� 0 co z u' LOT 85 I00 c\ o J os �\ N83°2p'45„E 6, A 96 z 0 " E 150.06' A I I oz N83°2045z 00 154.36' � E lINco �n E 139.18 p4 o�N' tI o103 0 I_ + o 083 LOT 86 �95co oNg3°20'45 N I J I I 150.66 I ,,E I ��,o� N83°2p45 E N83°20 45 19 2. 34' 16? 131. 30' I r� �I 104 I LOT 87 15.13 Q0 WILLOWGATE TRAILS S87°43'11 "E 197.84' �o N 94 I SECTION TWO S87°43 11 E 0 LO I II can o .INSTR. #0735979 82.64' 8601' �\ J S�J° �� 39 0 150.81' I C,J - - U` N ,A105 S83°25o19„E13CnH CD F'j LOT 88 am)J / 6Q A / ^ / A I w O > 6 v 0 F I N N 93 STORM WATER / SQ, 106 C30 / / RETENTION 0. EASEMENT054 588 \ �� H ,�`S �, n 6g 56 06 cn LOT 89 C� Cry s 107 \ / ��° /�o�' 'Y 36.71' 92 lb`' O,A 108 �O� \0 ��c� C 4 7 0/ �� 1A 0, � LOT 3 v�, /1 F, .0 �� HOMESTEAD FARMS \�` �1 �'�/ ' 0��Gy 9 MAJOR SUBDIVISION 7 L?' \ 1 cb�` �`� �`/ INSTR. NO. 0326449 �� `9cP,\ ��` ��` �41 s 103aawaM_[.IMAIa[41_rIto] aI �� \\ LOT 90 \ WILLOWGATE TRAILS \ SECTION TWO \ INSTR. #0735979 MINOR . . . . . . . . . . . CHATHAM DRIVE (40' R/W) MINOR . . . . . . . . . . . ANFIELD DRIVE (40' R/W) MINOR . . . . . . . . . . . TENNYSON COURT (40' R/W) MINOR . . . . . . . . . . . RUMFORD DRIVE (40' R/W) MINOR . . . . . . . . . . . FENWICK DRIVE (40' R/W) MINOR . . . . . . . . . . . DENISON DRIVE (40' R/W) MINOR . . . . . . . . . . . GRAFTON COURT (40' R/W) LEGEND AO 15' DRAINAGE, UTILITY & ROADWAY MAINTENANCE EASEMENT SURVEYED BY: © 30' DRAINAGE EASEMENT, 15' EACH SIDE OF PROPERTY LINE ABONMARCHE CONSULTANTS, INC. © 30' DRAINAGE EASEMENT 315 W JEFFERSON BOULEVARD 0 15' DRAINAGE EASEMENT SOUTH BEND, IN 46601 0 15' DRAINAGE EASEMENT, 7.5' EACH SIDE OF PROPERTY LINE OWNER/DEVELOPER: 0 30' DRAINAGE EASEMENT, 15' EACH SIDE OF CENTERLINE (PER INSTR. NO. 0731394) WESTVIEW CAPITAL, LLC © 30' DRAINAGE EASEMENT, 15' EACH SIDE OF CENTERLINE (PER INSTR. NO. 0541588) 2186 E CENTRE AVENUE PORTAGE, MI 49002 O STORMWATER RETENTION EASEMENT (PER INSTR. NO. 0541588) 0 7.5' DRAINAGE EASEMENT GRAPHIC SCALE O SET 5/8" REBAR OR MAGNAIL WITH ID CAP "ABONMARCHE FIRM #50" so 0 30 so 11 ( IN FEET ) 1 inch = 60 ft. a) > 0 0 ON Q) .° (D E 0 75 V U o� Q U � m F a QC) s 000w cV oz Ili Ica 0 0 >� V a> m,y E Q ° c Z ozoo m °' Q N N O m N N E i 1. Y o�LO$ 0 Z _ O "-'O"' >_ O a m W H 11.mm: H W h LL- O- W Z Z > 01�-- h O *OZ V LL- Q Z Z N 0 = W Q .a�c�o W Z W('4) O NJ H O = W Z cr W " �u O Q OOOU "a tf 0 Q oC Z = _ O aN� O uu CV) Lu Z H = 00 � F.- M O Z a J L 0 = 0aZ y � �O w O DRAWN BY: CMR PM REVIEW: SR QA/QC REVIEW: DATE: 6/12/2024 SEAL: S F . MUS G\STE .' LS29700002 - STATE OF - N HARD COPY IS INTENDED TO BE 24" X 36" WHEN PLOTTED. SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES SCALE: HORZ: 1" = 60' r ACI JOB # • V 23-1875 W SHEET NO. 2 of 3 SECONDARY PLAT WILLOWGATE TRAILS, SECTION THREE PART OF LOTS 3..4.. AND 5 OF HOMESTEAD FARMS MAJOR SUBDIVISION LOCATED IN THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 38 NORTH, RANGE 2 EAST, GERMAN TOWNSHIP, ST. JOSEPH COUNTY, INDIANA LEGAL DESCRIPTION: (SECTION THREE, PART 1) A PART OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 38 NORTH, RANGE 2 EAST, GERMAN TOWNSHIP, ST. JOSEPH COUNTY, INDIANA MORE SPECIFICALLY BEING A PART OF LOTS 3, 4, AND 5 OF THE HOMESTEAD FARMS MAJOR SUBDIVISION AS RECORDED IN INSTRUMENT NUMBER 0326449 IN THE OFFICE OF THE RECORDER OF SAID COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: (BEARINGS IN THIS DESCRIPTION ARE BASED ON INDIANA STATE PLANE COORDINATES -EAST ZONE, GPS DERIVED) COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF SAID SECTION 17, SAID CORNER MARKED BY A HARRISON MONUMENT; THENCE SOUTH 89 DEGREES 51 MINUTES 53 SECONDS EAST, ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 1301.84 FEET TO THE NORTHWEST CORNER OF SAID LOT 3 OF THE HOMESTEAD FARMS MAJOR SUBDIVISION AND THE NORTHWEST CORNER OF THE EAST HALF OF SAID SOUTHEAST QUARTER; THENCE CONTINUING SOUTH 89 DEGREES 51 MINUTES 53 SECONDS EAST, ALONG SAID NORTH LINE AND THE NORTH LINE OF SAID LOT 3, A DISTANCE OF 494.65 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89 DEGREES 51 MINUTES 53 SECONDS EAST, ALONG SAID NORTH LINE AND THE NORTH LINE OF SAID LOT 3, SAID LOT 4, AND SAID LOT 5, A DISTANCE OF 512.18 FEET TO NORTHWEST CORNER OF WILLOWGATE TRAILS SECTION 2, RECORDED UNDER INSTRUMENT NUMBER 0735979 IN THE OFFICE OF SAID RECORDER; THENCE THE NEXT TWO COURSES ALONG THE WEST BOUNDARY OF SAID SUBDIVISION: (1) SOUTH 00 DEGREES 22 MINUTES 35 SECONDS EAST, A DISTANCE OF 380.55 FEET; (2) THENCE SOUTH 03 DEGREES 54 MINUTES 05 SECONDS EAST, A DISTANCE OF 225.56 FEET TO THE NORTHEAST CORNER OF LOT 91 OF SAID WILLOWGATE TRAILS SECTION 2; THENCE THE NEXT THREE COURSES ALONG THE NORTHWESTERLY BOUNDARY OF SAID SUBDIVISION: (1) SOUTH 60 DEGREES 36 MINUTES 20 SECONDS WEST, A DISTANCE OF 118.80 FEET; (2) THENCE SOUTH 55 DEGREES 36 MINUTES 18 SECONDS WEST, A DISTANCE OF 40.07 FEET; (3) THENCE SOUTH 47 DEGREES 48 MINUTES 37 SECONDS WEST, A DISTANCE OF 253.09 FEET; THENCE NORTH 31 DEGREES 42 MINUTES 16 SECONDS WEST, A DISTANCE OF 125.56 FEET; THENCE NORTH 33 DEGREES 45 MINUTES 20 SECONDS WEST, A DISTANCE OF 40.00 FEET; THENCE NORTH 33 DEGREES 42 MINUTES 57 SECONDS WEST, A DISTANCE OF 214.39 FEET; THENCE NORTH 00 DEGREES 08 MINUTES 07 SECONDS EAST, A DISTANCE OF 539.30 FEET TO THE POINT OF BEGINNING. CONTAINING 8.46 ACRES, MORE OR LESS, AND SUBJECT TO ALL COVENANTS, RIGHTS OF WAY, AND EASEMENTS OF RECORD. LOT # AREA (SQ.FT.) LOT # AREA (SQ.FT.) 92 12,022 139 8,945 93 14,227 140 10,166 94 10,243 146 12,185 95 9,679 147 10,618 96 10,243 148 11,750 97 11,461 149 11,831 98 20,676 150 13,083 99 14,192 151 13,491 100 30,615 167 12,416 101 36,652 168 14,823 102 24,366 169 11,874 103 24,387 183 12,600 104 19,700 184 15,746 105 11,585 186 9,860 106 14,636 187 9,860 107 19,532 188 9,860 108 17,839 189 9,860 138 j 9,476 190 10,657 191 10,784 LEGAL DESCRIPTION: (SECTION THREE, PART 11) A PART OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 38 NORTH, RANGE 2 EAST, GERMAN TOWNSHIP, ST. JOSEPH COUNTY, INDIANA MORE SPECIFICALLY BEING A PART OF LOTS 3, AND 4 OF THE HOMESTEAD FARMS MAJOR SUBDIVISION AS RECORDED IN INSTRUMENT NUMBER 0326449 IN THE OFFICE OF THE RECORDER OF SAID COUNTY, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: (BEARINGS IN THIS DESCRIPTION ARE BASED ON INDIANA STATE PLANE COORDINATES -EAST ZONE, GPS DERIVED) COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF SAID SECTION 17, SAID CORNER MARKED BY A HARRISON MONUMENT; THENCE SOUTH 89 DEGREES 51 MINUTES 53 SECONDS EAST, ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 1301.84 FEET TO, ALSO BEING THE NORTHWEST CORNER OF SAID LOT 3 OF THE HOMESTEAD FARMS MAJOR SUBDIVISION AND THE NORTHWEST CORNER OF THE EAST HALF OF SAID SOUTHEAST QUARTER; THENCE CONTINUING SOUTH 89 DEGREES 51 MINUTES 53 SECONDS EAST, ALONG SAID NORTH LINE AND THE NORTH LINE OF SAID LOT 3, SAID LOT 4, AND SAID LOT 5, A DISTANCE OF 1006.83 FEET TO NORTHWEST CORNER OF WILLOWGATE TRAILS SECTION 2, RECORDED UNDER INSTRUMENT NUMBER 0735979 IN THE OFFICE OF SAID RECORDER; THENCE THE NEXT TWO COURSES ALONG THE WEST BOUNDARY OF SAID SUBDIVISION: (1) SOUTH 00 DEGREES 22 MINUTES 35 SECONDS EAST, A DISTANCE OF 380.55 FEET; (2) THENCE SOUTH 03 DEGREES 54 MINUTES 05 SECONDS EAST, A DISTANCE OF 225.56 FEET TO THE NORTHEAST CORNER OF LOT 91 OF SAID WILLOWGATE TRAILS SECTION 2; THENCE THE NEXT FIVE COURSES ALONG THE NORTHWESTERLY BOUNDARY OF SAID SUBDIVISION: (1) SOUTH 60 DEGREES 36 MINUTES 20 SECONDS WEST, A DISTANCE OF 118.80 FEET; (2) THENCE SOUTH 55 DEGREES 36 MINUTES 18 SECONDS WEST, A DISTANCE OF 40.07 FEET; (3) THENCE SOUTH 47 DEGREES 48 MINUTES 37 SECONDS WEST, A DISTANCE OF 280.61 FEET; (4) THENCE SOUTH 56 DEGREES 33 MINUTES 03 SECONDS WEST, A DISTANCE OF 73.67 FEET; (5) THENCE SOUTH 71 DEGREES 43 MINUTES 02 SECONDS WEST, A DISTANCE OF 34.98 FEET TO THE NORTHWEST CORNER OF LOT 145 OF SAID WILLOWGATE TRAILS SECTION 2, AND BEING THE POINT OF BEGINNING; THENCE THE NEXT THREE COURSES ALONG THE WESTERLY BOUNDARY OF SAID SUBDIVISION: (1) SOUTH 15 DEGREES 39 MINUTES 14 SECONDS EAST, A DISTANCE OF 156.27 FEET; (2) THENCE SOUTH 34 DEGREES 43 MINUTES 34 SECONDS EAST, A DISTANCE OF 42.01 FEET; (3) THENCE SOUTH 17 DEGREES 50 MINUTES 18 SECONDS EAST, A DISTANCE OF 119.40 FEET; THENCE SOUTH 01 DEGREES 22 MINUTES 24 SECONDS WEST, ALONG THE WEST BOUNDARY OF SAID WILLOWGATE TRAILS SECTION 2 AND WILLOWGATE TRAILS SECTION 1, RECORDED UNDER INSTRUMENT NUMBER 0546776 IN THE OFFICE OF SAID RECORDER, A DISTANCE OF 83.15 FEET; THENCE SOUTH 89 DEGREES 39 MINUTES 02 SECONDS WEST, A DISTANCE OF 678.18 FEET TO THE WEST LINE OF SAID LOT 3 AND THE WEST LINE OF THE EAST HALF OF SAID SOUTHEAST QUARTER; THENCE NORTH 00 DEGREES 20 MINUTES 58 SECONDS WEST ALONG SAID WEST LINE, A DISTANCE OF 419.88 FEET; THENCE NORTH 89 DEGREES 39 MINUTES 02 SECONDS EAST, A DISTANCE OF 185.00 FEET; THENCE SOUTH 00 DEGREES 20 MINUTES 58 SECONDS EAST, A DISTANCE OF 56.57 FEET; THENCE NORTH 89 DEGREES 39 MINUTES 02 SECONDS EAST, A DISTANCE OF 335.86 FEET; THENCE NORTH 71 DEGREES 43 MINUTES 02 SECONDS EAST, A DISTANCE OF 61.97 FEET TO THE POINT OF BEGINNING. CONTAINING 5.61 ACRES, MORE OR LESS, AND SUBJECT TO ALL COVENANTS, RIGHTS OF WAY, AND EASEMENTS OF RECORD. OWNER'S CERTIFICATION: THIS IS TO CERTIFY THAT THE UNDERSIGNED, WESTVIEW CAPITAL, LLC, IS THE OWNER OF THE LAND DESCRIBED HEREIN, AND HAS CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED AS INDICATED HEREON, FOR THE USES AND PURPOSES HEREIN SET FORTH, AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE PLAT UNDER THE STYLE AND TITLE HEREON INDICATED. WESTVIEW CAPITAL, LLC THOMAS M. LARABEL, VICE PRESIDENT 2186 E CENTRE AVENUE PORTAGE, MI 49002 THOMAS M. LARABEL, VICE PRESIDENT DATED THIS STATE OF CK0191P1rte17 2024. BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE, PERSONALLY APPEARED THOMAS LARABEL, AND ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT AS A VOLUNTARY ACT AND DEED FOR THE PURPOSES THEREIN EXPRESSED. WITNESS MY HAND AND NOTARIAL SEAL THIS DAY OF , 2024. MY COMMISSION EXPIRES: (SIGNATURE) (PRINT) NOTARY PUBLIC IS A RESIDENT OF COMMISSION # , INDIANA. DEED OF DEDICATION: THE UNDERSIGNED OWNER OF THE SAID REAL ESTATE SHOWN AND DESCRIBED HEREON, DOES HEREBY, AS SHOWN, PLAT AND SUBDIVIDE SAID REAL ESTATE AND DESIGNATE THE SAME AS WILLOWGATE TRAILS, SECTION THREE SUBDIVISION. ALL RIGHT-OF-WAY, STREETS, ALLEYS, AND PUBLIC OPEN SPACES WITHIN THE PLAT ARE HEREBY CONVEYED AND DEDICATED TO THE PUBLIC. PUBLIC EASEMENTS: THE PUBLIC EASEMENTS SET FORTH ON THIS PLAT AND DESCRIBED BELOW ARE HEREBY GRANTED TO ST. JOSEPH COUNTY, INDIANA, ST. JOSEPH DRAINAGE BOARD, AND ALL OTHER UTILITIES WITH TERRITORIAL JURISDICTION IN INDIANA, SEVERALLY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS TO INSTALL, LAY, ERECT, CONSTRUCT, RENEW, OPERATE, REPAIR, REPLACE AND MAINTAIN ROADWAYS, DRAINAGE FACILITIES, SEWERS, WATER MAINS, GAS MAINS, CONDUITS, CABLES, POLES, WIRES (EITHER OVERHEAD OR UNDERGROUND) WITH ALL NECESSARY BRACES, GUYS, ANCHORS AND OTHER APPLIANCES IN, UPON, ALONG AND OVER THE STRIP OF LAND DESIGNATED ON THIS PLAT AND MARKED "EASEMENTS" FOR THE PURPOSE OF SERVICE TO THE PUBLIC IN GENERAL WITH STORM WATER MANAGEMENT, SEWERS, WATER, GAS, ELECTRIC AND TELECOMMUNICATION SYSTEMS. THE EASEMENTS HEREIN GRANTED AND DESCRIBED, INCLUDING BUT NOT LIMITED TO UTILITY AND DRAINAGE, INCLUDE THE RIGHT TO USE THE STREETS WERE NECESSARY TO PROVIDE SERVICE TO SERVE ADJACENT LOTS, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENT FOR UTILITIES AT ALL TIMES FOR ANY PURPOSE AFORESAID, SUBJECT TO JURISDICTIONAL PERMITTING AND APPROVAL. ADDITIONALLY, THE AFOREMENTIONED EASEMENTS FURTHER INCLUDE THE RIGHT TO REMOVE ANY TREES, SHRUBS, OR SAPLINGS WITHIN THE EASEMENT. NO PERMANENT BUILDINGS OR OTHER STRUCTURES, INCLUDING FENCING OR LANDSCAPE FEATURES, SHALL BE PLACED ON SAID EASEMENT. OWNERS OF LOTS IN THIS SUBDIVISION SHALL TAKE THEIR TITLES SUBJECT TO THE EASEMENTS DESCRIBED HEREIN, THE RIGHTS OF THE CITY, COUNTY, AND UTILITIES, AND THE RIGHTS OF THE OWNERS OF OTHER LOTS IN THIS SUBDIVISION. PRIVATE EASEMENTS: THE PRIVATE EASEMENTS SET FORTH ON THIS PLAT AND DESCRIBED BELOW ARE HEREBY GRANTED TO THE DEVELOPER, ITS SUCCESSOR AND ASSIGNS TO INSTALL, LAY, ERECT, CONSTRUCT, RENEW, OPERATE, REPAIR, REPLACE AND MAINTAIN STORM WATER MANAGEMENT SYSTEMS, LAKES, PONDS, PRIVATE WATER SUPPLY FACILITIES, ELECTRIC SERVICES, LANDSCAPE, IRRIGATION, SIGNAGE, CONSERVANCY AREAS, VIEW CORRIDORS, RECREATIONAL OR ANCILLARY STRUCTURES, OR OTHER SIMILAR USES ALONG, UNDER, AND OVER THE STRIP OF LAND DESIGNATED ON THIS PLAT AND MARKED "EASEMENTS" FOR THE PURPOSE OF BENEFITING THE PROPERTY OWNERS, JOINTLY OR SEVERALLY, WITHIN SAID SUBDIVISION. THE SAID EASEMENTS HEREIN GRANTED AND DESCRIBED, INCLUDING BUT NOT LIMITED TO LANDSCAPE, SIGNAGE, CONSERVANCY, RECREATIONAL, AND VIEW CORRIDORS INCLUDE THE RIGHT TO USE THE EASEMENTS WHERE NECESSARY TO PROVIDE SAID USES, TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENT AT ALL TIMES FOR ANY PURPOSE AFORESAID. NO PERMANENT BUILDINGS OR OTHER STRUCTURES, INCLUDING FENCING OR POOLS, SHALL BE PLACED ON SAID EASEMENT BY THE PROPERTY OWNER UNLESS APPROVED BY THE DEVELOPER, ITS SUCCESSOR, AND ASSIGNS. OWNERS OF LOTS IN THIS SUBDIVISION SHALL TAKE THEIR TITLES SUBJECT TO THE EASEMENTS DESCRIBED HEREIN AND THE RIGHTS OF THE OWNERS OF OTHER LOTS IN THIS SUBDIVISION. URBAN DRAIN CERTIFICATE: THE ST. JOSEPH COUNTY, INDIANA, DRAINAGE BOARD HAS APPROVED THIS SUBDIVISION'S DRAINAGE SYSTEM AS AN URBAN DRAIN SPECIFIED IN THE 1965 INDIANA DRAINAGE CODE, CHAPTER 305, ACTS OF 1965, AS AMENDED. LAND SURVEYOR'S CERTIFICATE I, HANS P. MUSSER, HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR, LICENSED IN COMPLIANCE WITH THE LAWS OF THE STATE OF INDIANA, THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY CERTIFIED BY ABONMARCHE CONSULTANTS, INC. ON MAY 12, 2005, THAT THE LOCATION, SIZE, TYPE, AND MATERIAL OF ALL MONUMENTS ARE ACCURATELY SHOWN, AND THAT THE MONUMENTS WILL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE SUBDIVISION ORDINANCE OF ST. JOSEPH COUNTY, INDIANA. THIS INSTRUMENT WAS PREPARED BY HANS P. MUSSER, P.S. I AFFIRM UNDER THE PENALTIES FOR PERJURY, THAT I HAVE TAKEN REASONABLE CARE TO REDACT EACH SOCIAL SECURITY NUMBER IN THIS DOCUMENT, UNLESS REQUIRED BY LAW. .!`N�� S 6/12/2024 * _ LS29700002 HANS P. MUSSER, P.S. DATE _ STATE OF REGISTERED LAND SURVEYOR NO. 29700002 - �'i �j� yQ) ``�� S U Rv� �x\`\ '1111111110`�� SURVEYED BY: ABONMARCHE CONSULTANTS, INC. 315 W JEFFERSON BOULEVARD SOUTH BEND, IN 46601 OWNER/DEVELOPER: WESTVIEW CAPITAL, LLC 2186 E CENTRE AVENUE PORTAGE, MI 49002 >o o o ._ N Lu=E ���a C�YU �> V U U O � Q �. 0 co O 6 O c Q m L _ NO w 6 Z 0 N z z U Q CD x m10 E O z O Z O O O m Q N co L" o > CV N E Z _ 0 v� 0 to >�O o U m W y F-- h LU N LL. 0 � O N � W Z Z O v� 0:Eaz V LQ�a tWLLJ o=''LUna_ ~ V JLU0 LU H � O = Lu Z � N Lu � 0 0 a 0 V � a oace = 0 Z a %F.. _ Lu 0 M Lu Z N = co M Oz� LL. � t= Z a �0� U w J 0 cz CL DRAWN BY: CMR PM REVIEW: SR QA/QC REVIEW: DATE: 6/12/2024 SEAL: `•��Q��G1\STFR�o * - LS29700002 - = STATE OF N HARD COPY IS INTENDED TO BE 24" X 36" WHEN PLOTTED. SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY M OTHER SIZES r ACI JOB # • V 23-1875 W SHEET NO. 3of3 l_3 -_ _ _______________ _ �i� _ _ /' _ I .� I j I I � I I X11, - I I 1 \I -------- - --- r 37 --------- -- �~ _- -- ��_ - ----------------- ------ ----- -- --- - ---- - - --------- - - -------------------------------------------- r Jill, y St 6 I-------- ��. t Str 56' 1 ,5tr 55' - I St co LD �o i i cp Oo Oo Co Oo I "- 95 00 CA pn`�-_ tx St 5Cl�94�ti; nson--pave - i� J I i , _ • I o -- 1 -- -- --------------- 1.3 ------- +- ----------- - j \ \ I Nil ---- -i .1 i I 1-0 1\� - --- - --_- --- --- I \ / I I. I I N 1 iI IQ 00 -------- O --- �. ' - �1 hV \_-=------ -�- 00 CA S _� o 03 �o _\ 01) -- i 1 �C ' I I I I I I \ ---------Str- 46 44 - 19 ---- -�------- -- -- - 1 1 Str 45 - ---- - __ _ I A • �' I N- -- -----T- -- ---- -- "= - " - ---= _------------ L------------- - ---- / _ J " ` a Str 4 785.0 I � � �1 I " _' - 779.0 , 1 1 p I _- r%; 00 I 7 ---=-� =---- I f -_- �- - -------P-r�IA� <� w ;i` 1 \I -� --------------------- Y I � I , , l , i \ I __-__-__-__ -se 1 r - cn` � 1 \ I I , ------------ -------------------- I UI__- --------- "� Ol off`. Cn 00 CD 01 CA , _ I - J_"---------- t------- -__--� 1 ' �'iI -I----------L------�-J--�''�''''� 1 x Ills i,,` CTI I;II jIII ! -- - _ 1; II Iq I T-----�--�-------- - \ U1! T-I---__ T \ \ 1, II ' Ip ' _ L_ ' I I I 1 \ \\ 1 I i it `01 -U1 I T ` I _,1 00 I U1 - O CA-- -------1-- / r_- It ---1 I I 1 - - " 1 r " I I '' IIII IIIIV C1i .'�_�'-,-�i_'\ i I 1-- T--- r------- f I i I i ; CA Ul \ O __-I-----C9` I `,�I 1 G) I 111 \\\ I I y% T Cr1 i ICI W i Cad i (:;J i;C,� i W i I CAI i C"' i Ow0 i � i O --' / ONO 1 N 1 oil --i-------iv I GJ � I cfl I� I,I - I CP J I 1 1 -----1---------------F__ I I I 1 I 1 I I I \ I I I t I , = 791 =i 1 1 1 ---792----- C3 - - ---- -- - --- -- " ---------- _ O 1 1 n M co 6.1 Ni 4:1 I I r\ I I I I I I I I ;i. i J i 1 00 �� � Str 64 \ ----_--- Str 23 / ' 4 rn 11 dQ I y I I I 'll I00 I T 00 -000 00 00 N I T \ II 11 \ CD 11 III 00 I I I J O i 0000 i I I i i I I i i I i 1I ill 1 O I I \\ \` __ ------- --- i cD i III ; I I I I I---------1--------J'=--------1---------L----------L---=-----L------♦--- \ I \\� ----- -- ------------- I i+ -7g8 - ti _____________ '` 1 III'_. --------------- __ ________________ ---_��- - --- ---------------------- ------ ----- -- - - - --- T--------- - - I - -- - -- --i = ---------- ----- ; 1"� I_-----=------------- r---------------d Ili i �., i %' i i i i i i 00 i 00 \` i- CCn i 0-)i J i i i O III I IQ Cr1 - I I I I I I I I III ' III -------1 I I I I I I I 1 I_-----------------I---------- r------------� I II 1 1 II `'� 1_ I I ----- ----- - - --- _ ___ Storm Sewer Calculations - Storm sewer sizing based upon a 10 year, 2 hour storm with a 1.2 inch/hour intensity and a developed runoff coefficient of 0.6 per St. Joseph County Standards. Structure Catchmen Total Area Intensity C Q Req'd Length Pipe Dia Slope Q Prov'd Velocity Upper Lower Inlet Outlet Number Area (Ac.) dAc.) (in/hr) ll (feet) finches) ditlll}0 ft] ll (ftlsec] I.E. I.E. Structur Structure 0 A N StructurCatchmentTotal Area IntensityI C Q Req'd Length Pipe Diaj Slope Q Prov'dl Velocity Upper Lower Inlet Outlet Number Area (Ac.) I (Ac.) din/hr) (cfs) (feet) [inches) ift/Il ftl (d (flJsec) I.E. I.E. tructur Structure 41 0.9 11.2 1.2 0.60 8.09 25 24 0.36 13.61 4.3 78023 780.14 Manhole Str 42 42 11 134 12 060 966 269 24 032 1283 41 78014 77928 Manhol.e....................Str...1.9 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 43 1.1 1.1 12 0.60 0.80 59 12 0.50 2.53 3.2 787.80 787.50 Inlet Str 42 44 11 104 12 060 746 150 24 033 1303 ..1....................780.72...............780 4 23...........M anhol.e....................Str..4.1. 45...............................1...1.................................3.fi................................1..2......................0.60.................2.56......................1.49........................12........................0.99.......................3.55......................4.5...................786.98...............785.50........... Manhole Str 44 45.......... 0.5........... 0..5.......... 1..2...................0.60..................0.34...................25.......... ...........12.......... ...........0.50.....................2.53......................3.2...................787..1.1................786.98.................. .......... Inlet ............Str 45 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 47 0.5 2.0 12 0.60 1.41 144 12 1.60 4.52 5.8 78928 786.98 Manhole Str45 48...............................1..5................................1...5................................1..2......................0.60..................1.08.......................25...........................1.2........................0.52.......................2.58........................3.3...................789.41................7892.8.................. ............................Str Inlet 47 49 0.3 5.7 12 0.60 4.09 181 18 0.80 9.42 5.3 782.57 781.12 Pdanhole Str44 510 0.7 0.7 1.2 0.60 0. 33 25 12 0.52 2.58 3.3 788.63 788.50 Inlet Str 49 51 0.5 4.6 1.2 0.60 3.32 287 18 0.80 9.42 5.3 784.87 782.57 PAanhole Str49 52 0.7 2.3 12 0.60 1.64 25 12 0.40 226 2.9 784.71 784.61 Manhole Str 51 55 0.5 0.5 12 1 0.60 0.34 201 12 1.30 1 4.07 1 52 1 789.12 786.50 Inlet Str 56 56..............................0.5.................................1...5...............................1..2.......................0.60...................1...1.1........................38..........................1.2.........................0.40......................2.26.......................29..................78526......�.......784.7.1.......1....M anhole..�................Str 52 I� I I I I POST CONSTRUCTION MAINTENANCE PROCEDURES A. General 1. See "Maintenance Guidelines" on SWPPP Sheets 19-21. In addition, grass areas shall be maintained on a regular mowing cycle. Trash and debris shall be removed from seeded areas as necessary, but monthly at a minimum. B. Storm Manhole & Inlet Structures (Site Owner's Responsibility) 1. Inspect storm manhole structures, drywells and storm inlet structures and remove built-up vegetation, trash and debris - monthly (minimum) and after each storm event of 3-inches or greater. 2. Remove root intrusions and vegetation from structures and dry wells - as needed. 3. Repair broken castings and grates - as needed. 4. Inspect pipes located within the structures for signs of clogging or damage, repair as needed - annually (minimum). C. Swale (Site Owner's Responsibility) 1. Inspect for signs of damage - annually (minimum) and after each storm event of 3-inches or greater. 2. Note signs of petroleum hydrocarbon contamination (i.e. sheen of collected stormwater) and address properly - annually (minimum) and after each storm event of 3-inches or greater. 3. Repair eroded areas - as they occur. 4. 4. Mow (frequent during growing season) and collect litter, trash or debris - as needed during growing season (do not cut shorter than 3 4 inches), collect trash and litter monthly (minimum). Notes: 1. A Soil Erosion Control Plan shall be developed for this project to minimize sediment entering the retention and detention areas. 2. 10 P/ of s ds ri -ra stone shall be around end sections to minimize erosion. Y P 3. Storm sewer shall be reinforced concrete pipe (RCP) class III min. and meet St. Joseph County Standards. 4. All local streets shall be 28 wide from back of curb to back of curb with a 24 wide bituminous roadway and 2 curb and gutter. All collector streets shall be 38' wide from back of curb to back of curb with a 34' wide bituminous roadway and 2' curb and gutter. \ 5. All drainage easements containing structures are 30' in width. % Retention Basin No. 5 Elevation Surface Area {sft) Incremental Volume (cft) Cumulative Volume (cft) (acre) Comment 775 28754 0 0.00 Bottom of Basin 31,648 776 34542 31,648 0.73 37,573 777 40604 69,221 1.59 43,772 - 778 46940 112,993 2.59 50,246 779 53551 163,239 3.75 Safety Ledge 0 - 779 67202 163,239 3.75 Safety Ledge 70,781 780 74361 234.021 5.37 78,038 781.00 81,715 312,059 7.16 85,492 782.00 89,268 397,551 9.13 93,144 783.00 97,020 490,695 11.26 100,993 784.00 104,967 591,688 13.58 109,041 785.00 113..115 700,729 16.09 Top of Bank Retention Basin Calculations Retention Basins sized to accommodate runoff under the 100 year developed condition per St. Joseph County Standards. Retention Basin #5 (Dry Bottom) Retention Basin captures runoff from approximately 50.66 acres of the project. Runoff after development: 50.66 x 0.60 x 0.467 = 14.19 acre-ft Runoff to be retained: Total runoff after dev. 14.19 acre-ft Runoff prior to dev. -- Runoff to be retained 14.19 acre-ft Siltation factor 69?; Storage volume required 15.04 acre-ft Basin volume provided 16.09 acre-ft 20 4 1� 12" Typical Swale (not to scale) Banks and bottom to be lined with sandy loam material up to design normal water elevation to make pond wet. etention Basin 5 (dry bottom) Top of Bank Elev. = 785.0 Design Hi h Water gg = 784.6 Bottom Elev. _ 775.0 4' Safety Ledge e = 779.0 Capacity Required = 15.04 acre-ft Capacity Provided = 16.09 acre-ft Side Slopes = 6:1 SCALE: 1" = 50' 0 25 50 100 r= � W T t 0 h O C 0 7 0 d aCnCn> _iaa V U U 3 a Q C N C co LL Z: m w Z z 0 O Q _ z O U -0 i O I� O E U m 7 C 0 Q Z oZoo � a w 1 aov, ` N N O r � NN E Lo d 1. 0LoLo-° f3NHL i3 OU M Z O Q U CL >_ Z W H Z Q _ H Z OZ QOV � II- Z CL 7 LU F__ Q W V) W Ica Q O r LU C� i, O O tn J U U w 0 IL Z Q CL rwn M V Z Q Z O Q ~ W N J Q Z LL. w J H w w N DRAWN BY: DEF DESIGNED BY: RAID PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL: IIII 1 1 1 1 1 I 1 / L S. N P � O A i '• '' ST i •\ E• G R' No. PE19900163- STATE OF 4L- 8/0NAL /lllllllll SIGNATURE: DATE: 3-4-2024 SCALE: HORZ: 1" = 100' VERT: ACI JOB # 23-1875 SHEET NO. 8 of 22 FUTURE i SECTION 3 _------- �� Str. No. 56 / ' Sta: 6+58:08, 150.4' Lt. \���, -- Rim: 789.50 / ----__ 12" IE N=786.50/ _------ ----- -� ���, 12" IE E=786.46 - X X X X X X X X- X- X X \X-- -X ` X X X X X X X� \ LO ( Lo Str. No. 52 St . 6+5 .48, 1 .4' Lt. _ _ \ _ - \ Rim: 90.19 Sta 1 +00.00 Denison Drive = ' ` \ \ 12 IE W= II85.85 Sta 2+65.00 Allerton Drive �' Hy rant x , Assembly 12 IE E=785.81 8" . Gate Valve 21 0,50� / A o ) & Plug x S rM Sewer A._� - - Denison Drive - w SECTION 3 ISECT I ON 4 / Str. No. 55 / Sto: ;8+67.00, 148.7' Lt. _ / Rim: 793.00 - - - - 12" IE � 789.18 206 LF 12" Stor Sewer- i 134LF @0.49 po �2" Storm Sew r / 00 00 Do J v' \ �_-- _ --/95- - - Str. No. 50 \ 00 - - Sta: 9+44.40� 4' L. \� C° Rim: 791.85 \ 12" IE E=788.63 8"x8" Tee and Sto 7+84.86 Denison Drive = 22 LF ©0.52q ` Gate Val ve , Sta 1++00.00 R m ford Drive 794 a 2" Storm Sewer - 81 LF @ 0. "�tor�Se % er A -� ter Services -� Propose �e 5 1' Y --- 74 LF @0.59 \ \ ` 12" S orm Se er - - - \ 1 Str. o. 51 - 6" niiary Laterals l -- --_- ------ �� \ Sta: 16+5 .51, 1M' Rt. I (T .) \ Rim: 90.19 00 00 I 12 IE W= �85. 69 C''1 � -- --__ i 12' IE S= 7.00 \ i 64 x x x x x x x K� I x x fix, I x x x X x �- max = 795 790 785 780 W W III(rl1�8" Water Main 01 o Rumford Drive (see sheet 11) Note: All terminus of Section 3 water main shall include a hydrant, gate valve, stub of pipe and cap. All hydrants shall be commissioned per AWWA Standards including hydrant testing. Developer shall provide City with flow, static and residual pressures data prior to acceptance by City. Section 3 sanitary sewer shall be terminated at manhole 127. LOW PT STA: 6+59.25 HIGH PT STA: 8+44.55 HIGH PT ELEV. 792.67 PVI STA:8+25.00 PVI ELEV. 792.99 1u M W �Str. (o. 49 �ta:439,-1zZ4' R -R'm: 79 r-85 12 I 78830- » 18 IE S=783.34 18" IE E=783.30 N I (see sheet 11) Anfield Drive (see sheet 13) 6" Compacted Aggregate, 50' Radius Temporary Turnaround until Section 4 is constructed. LOW PT STA: 9+44.40 LOW PT ELEV. • 792.18 PVI STA:9+30.00 PVI STA:6+ PVI ELEV.- 799.01 .00 K: 32.64 LVC: 100.00 K:69.03 LVC: 100.00 L VC: 130. /0 ---- ----- ---- - ---_ ___ -----Sta. Begin Profile +83.10 _- El e = 790-9-5 74 LF - 12" St. Swr. @ 0.50% Str. 51 8" Water Main Str. 49 1LF-1 0 Sta: 6 Str. No. 131 20.86, 6.0' Rt. Str. No. 126 no 319 LF - 8" PVC SDR 135 © 0.40% Rim: 790.52 8" IE N=782. Dip Water 1 Main Below Rini: 8" IE » 792.31 =781.76 Storm Sevier, Separation Maintain Minimum 18" 8" IE =781.66 Lf) 00 Ln 00 00 n o o N �o N o 0')n Do P" o o o co C) o-) N N Cp CN Q N N ea N �6 � N 0) � N 2+00 3+00 4+00 5+00 6+ 00 7+ 00 9+ 00 10+00 8"x8" Tee Denison Drive Sto 7+51.85, 14' Rt End Radius TC: 791.53 G: 791.20 19' Rod. Back of Curb a 0 E 8+ 17.85, 14' Rt End Radius TC: 792.65 G: 792.32 19' Rod. Back of Curb Sto 1 +32. 97, 14' Lt / End Radius Sto 1+32.97, 14' Lt TC: 791.87 End Radius G: 791.54 Intersection Detail TC: 791.87 Denison Drive & Rumford Drive G: 791.54 Scale: 1 "=30' 2" Compacted Aggregate, No. 5 Sta 11+08.00 Denison Drive = 6" Compacted Aggregate, No. 2 Sta 2+65.00 Anfield Drive Sta 6+78.00 Endd Radius Lt dius EG: 790.23 36.10, 0' L t Mid Radius EP: 790.92 2.1390 0- �_ \Sto 6+78.00, 12.00' Rt End Radius EG: 790.23 Denison Drive Scale: 1 "=30' Sta 2+32.0 14' Rt End Radius TC: 793.40 800 G: 793.07 19' Rod. Back of Curb 795 Sta 10+75.0 14 Lt End Radius q End Profile TC: 792.81 "o'�-Sto. 11 +08.00 G: 792.48 11 +00 EI e v= 793.11 790 Denison Driv< 785 Sta 10+75.0, 14' Rt End Radius TC: 792.81 G: 7�3zZ. 48 780 19' Rod. Back of Curb Sto 2+98.0, 14' Rt End Radius TC: 792.95 775 G: 792.62 Storm Structure & Casting Information (for this sheet) Str. No. Str. Dia. Casting & Grating 49 48" R-3501-L 1 A 50 24" R-3501-L 1 A 51 48" R-3501-L 1 A 52 48" R-3501-L 1 A 50 » 55 24" R-2560-C 56 48" R-2560-C to to to All Casting Numbers Reference Neenah Castings. Approved Equivalent Castings May Be Used. Intersection Detail Denison Drive & An fiel d Drive Scale: 1 "=30' Developed By. Allen Edwin Homes 2186 East Center Street Portage, MI 49002 SCALE: 1" = 50' 0 25 50 IN �> 0) U � > O T L U > O}} 0 <n > > 5 o o> ��t o U L U O C Q O Q Q ` C' o 0 0 0) m W Z z N O = Z 0 E V m 08 Q o Q �Zooo o�� ��5- M o N m N C (� N�� 11 o o c') N I.- Ci U M Z o Q VCL >- Z on W y Z Q H Z = 0 j 3.0 ao� H Z Z Q W vi W Ica Quo= ad W 0 o U U W 0 a 00 O W W U- _ oo� � H CLZo di o H Q Z 00 W oL Ln Q H w J H H H W W 2 N DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL: NLSI►►► 0 oSTE,, No. PE19900163i STATE OF 4�: �.C�''• :AND I ANP.' � mnnm SIGNATURE: DATE: 3-4-2024 SCALE: HORZ: 1" = 50' VERT: 1" = 5' ACI JOB # 23-1875 SHEET NO. 9 of 22 to 5+54.95 Allerton Drive Curve Data Table Curve I Radius Length I Chord I Bearing Tan ent Delta C17 1000.00' 222.99' 222.52' N06°02'19"E 1 111.96' 1 12°46'34" :ii 795 FM 785 M FUTURE SECTION 3 HIGH PT STA: 6+50.13 HIGH PT ELEV. 796.61 PVI STA:6+87.57 PVI ELEV. • 796.23 K: 46. 797 Rumford Drive (see sheet 1 1) 8"x8" Tee and Gate Valve rZ1 sal Sto 4+46.00 Rumford Drive Rumford Drive e (see sheet > 1) LOW PT STA: 8+25.00 LOW PT ELEV. 793.70 VI ELEV. 793.9 K: 47.34 ---- Be in Profile '- --- Sta. 6+ 0.13 —0. Oq+ Elev=7 6.61 '— ----- Str. 48 — — — 8" Water Main Str. No. 130 Sta: 7+0 .78, 6.0' Rt. Rim: 795 55 " IF N='786Di Stol. Sep 0 d 0 00 00 o 0 o ;d O d o :, i � DO 0) co �rn C -;rn ( -;rn 00 0 1 +00 2+00 3+00 4+00 5+00 6+00 7+ 00 :E ON End Pro fil e "'—Sto. 8+51.87 El ev= 793. 87 790 785 Water Main Below -n Sewer, Maintain 18" ration Minimum 780 ')775 Storm Structure & Casting Information (for this sheet) Str. No. Str. Dia. Casting & Grating » 47 48" R-3501—L1 A 48 24" R-3501—L1 A All Casting Numbers Reference Neenah Castings. Approved Equivalent Castings May Be Used. Mid Radius EP: 796.57 n" /1-----.-1-J A------.1- A1- c7 -- Intersection Detail Fen wick Drive & Rumford Drive Scale: 1 "=30' Developed By. Allen Edwin Homes 2186 East Center Street Portage, MI 49002 SCALE: 1" = 50' 0 25 50 100 70 > o W P i 7 7 CLN N i Q Z U w 0 W CL > 10 m-0 E C O O O 0�0 V U D O N N E c ppLLi-00 co Ln I.- u- O 1w, Z O Q U CL >-Z 1�- LUt=Z_ Q Z�� 3:Oz QOV 0 �ZCLz IVU Q tW LU QUO= LU O O J N 00 LU LJJ _ > 00 LL OoQ W CL he N dsVO Z Q Z LF) LJJ CL LL Q H DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL `P�� LIIS /► N�����i i �����STERFo/�� :No. PE19900163's STATE OF � �0, •'• �NDIANP '••�� lllllllll► SIGNATURE: DATE: 3-4-2024 SCALE: HORZ: 1" = 50' VERT: 1" = 5' ACI JOB # 23-1875 SHEET NO. 10 of 22 Denison Drive (see sheet 9) (see sheet 13) I I I I 187 \ I I \ I I \ III i Sta 1+00.0I b8Pumford Drive Sto 7+44.86 Dension Drive 189 40% 281 ILF 18" Storm Sewer` l SECTION 51 EXISTING i on 177 LF ® .80� - � _ _ Str. No. 44 88" Stor S wer ' � Sta: 2+93.62, � 1.1 Lt. / Rim: 792.50 / 5 LF @ 0.999 12IE S= 785. 6 14/ 12" Storm Sewer 18 , IE W=781. 5 / 24 IE N= 780.73 / 150 149 I I / 1 _ I 148 147 Str. No. 45 / I/ Sta 2+ 7.86, 12.4' Lt. Sic 4+46.00 Rum rd Drive Rim: 790.75 I Sta 8+51.87 Fenwi k Drive 12 IE E=786.98 6" anitary Laterals (Typ.) 12 ' IE S= 786.98 - Wafter Services' (Typ. 12 IE N=786.98 � �2 L 5 1 „ Fr - 35 @ 0. 49.E - r 8+52 - R iMf 0r� Drive W �� -� W w w - 22.5° Bends y 8" Water Main Str. No. 46 Sta: 2+97.86, 12.4' Rt. I Rim: 790.75 184 12" IE N=787.11 -J//," I L T 1111 " Denison Drive (see sheet 9) MOTOR 795 Begin Profile -, Sto. 1 +00. 00--' El e v= 792.12 790 785 780 ,'22.5° Bends j 139 LF * 1.619' , 12" Storm Sewer�� o, � 8"x8" Tee and 7 Gate Valve 168 / o I/ 1 HI-11 INN Fenwick Drive (see sheet 10) LOW PT STA: 2+98.32 LOW PT ELEV.- 790.99 N" I 1 / 'I 4P Conn 146 \� j I Sanit y CD o , + W t EXis�tl s t. 1/1 �i >/ L� P / j Sto 6+76.10 Rumford Drive = Sta 9+60.73 Cresswell Drive 11.25'I - -��\ ��� Proposed Bend \\\ I \ \ \\\ I Hydrant Assembly \ \ I \ \ 1 I 151 I HIGH PT STA: 5+27.50 HIGH PT ELEV.- 795.13 PVI STA: 3+50. 00 VI ELEV.• 794.8 End Pro fil e PVI ELEV. K:3 790.69 .6511n. K:38.05 St . 6+28.3 L VC: 140.00 1 GO EI v= 795.70 _ - +0.56% - - k3 a -0.0,71_ - ---' Str. 47 Str. 8 - - - Str. 45 @ 1.61 % 12" St' Swr 8" Water Main LF - 22 LF - 12" St. Swr. @ 0.5290 Dip Water Main Below Sto m Sewer, M in tain 18" Separation in um Sta: 7+9 .86, 6.0' Rt. tr. No. 125 ( rop MH) - - Rim: 79211. 1 Sta: 4+49 05, 6.0' Lt. im: 793.83 8" IE S= 1.76 8" I W= 780.29 8" IE E= 66 8" /E 'off S= 785.79 �� DO - ��'C3) �1� ��� po0 �('q oLj) 1 +00 2+ 00 3+00 4+00 5+00 6+00 7+ 00 Structure & Casting Information (for this sheet) Str. No. Str. Dia. Casting & Grating 1Storm 44 48" R-2560-C 45 48' R-3501-Ll A 46 24" R-3501-Ll A All Casting Numbers Reference Neenah Castings. Approved Equivalent Castings May Be Used. Curve Data Table rve LCCL18 Radius Length Chord Bearing Tan ent Delta 300.00' 260.99' 252.83' N64°43'41 "E 139.40' 1 49°50'42" Developed By. Allen Edwin Homes 2186 East Center Street Portage, MI 49002 SCALE: 1" = 50' 0 25 50 100 C a) ' ° LU m= 6 o > U a- O > E �'IT �z,-,20 00 V U m N N 0 LL a M Z O Q V- � 1�- Z W = Z Q _ Z�� �3:Oz Q0U Z CL Z W Q tW LU m Q*0= W 0 0 H U 0 a_ M 06 LU LU 'o LL 0 CL N� 04 0 LL O Q O Q H H w w DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL: ``0 �uslUk'�����0 :No. PE19900163's _ o STATE OF ? Q /lllllllll SIGNATURE: � -2 �- DATE: Ll 3-4-2024 SCALE: HORZ: 1" = 50' VERT: 1" = 5' ACI JOB # 23-1875 SHEET NO. I I of 22 EXISTING SECTION 3 Tennyson Drive (see sheet 14) Valve \ ` \8" Water Main v /I Connet to Exist. \� Water Main ,ice i Adjust Casting to Grade Rim: 796.4 Water 1Nd1 �\ N ®� ) r.\11�—� Sta 1+00.00 Chathon Urive = \\ r Sta 10+21.7 Rumford Drive \\ \��� 1 � 795 790 785 J J — — — \ 0 ) Sta 3+90.82 Chatham Drive = Sta 9+71.05 Anfield Drive _- Sanitary Lateral (Typ.) ervices (Tjp.) w� c Begin Sta. 2 Profile 52.00 — — — — -Bev= 96,50- Str. 22 8" W ter Main u Exist. San. ewer U 06 rn 1 +00 2+00 3+00 % End Pro fil e '--Sta. 3+90.82 795 El ev= 797" 48 790 785 780 Sta 9+40.8, 14' Rt End Radius TC: 797.26 G: 796.93 Sta 3+72.7, 19.0' Lt 19' Rod. Back of Curb Mid Radius TC: 79 7.40 G: 79 7.0 7 i9.8, 14' Lt End Radius TC: 797.21 G: 796.88 a;. 'o h ate,/ Gr i 1.67. 14' Rt End Radius TC: 79 7.68 G: 79 7.35 19Rod. Back of Curb Sto 3+60.2, 14' Rt End Radius TC: 79 7.22 G: 796.89 Intersection Detail Chatham Drive & Anfield Drive Scale: 1 "=30' Storm Structure & Casting Information (for this sheet) Str. No. Str. Dia. Casting & Grating All Costing Numbers Reference Neenah Castings. Approved Equivalent Castings May Be Used. Curve Data Table Curve Radius Length Chord Bearing Tan ent Delta 220 1400.00'1 131.65' 131.06' N36"43'30"W 66.43' 18"51'27" Developed By. Allen Edwin Homes 2186 East Center Street Portage, MI 49002 SCALE: 1" = 50' 0 25 50 100 C 7C)'° W � C) i o 0 Q O a- O O Noe O c � N Q � C = C O 6 Z Apo% O > .p m� 0 � O Q U Z N _ O L �a0 V i C ,.o� M N H LL U w 0 sr, Z O Q U CL >_ H Z W H Z Q _ H Z J O Z a0V 0 H Z CL Z UN' W W m Q O = iA IIm � H W �CDy0 H O J J 0 LU C W + i 004 C CL L y a =o aaU) _+ 1:L V CV ININNN H DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL :No. PE19900163: = 13 % STATE OF '���//�� ��CNAL lllllIllll SIGNATURE: Q DATE: 3-4-2024 SCALE: HORZ: 1" = 50' VERT: 1" = 5' ACI JOB # 23-1875 SHEET NO. 12 of 22 I 8" Gate Volvel� and Plugl I Propose4 Hydrant Assembly :M 795 790 785 M Denison Drive (see sheet 9) Grafton Court (see sheet 15) 6" Compacted Aggregate, 50' Radius Temporary Turnaround until Section 4 is constructed. LOW PT STA: 4+55.43 LOW PT ELEV.- 791.92 PVI STA:4+54.00 10 syds of riprop IE: 776.00 LOW PT STA: 6+50.00 LOW PT ELEV. 793.08 PVI STA:7+00.00 PVI ELEV. 793.42 Hydran t\ Assembly \138 Adjust Casting to Grade Rim: 793.96 Begin Profile K: 71.12 L VC: 100.00 Sto. I +00.00 LVC:100.00 EI ev= 794.30 ° -- - - - - - - - - - - - - - - ---- --ko.i2 0------ / 8" Water Main Str. 43 tr. 42 Str. No. 128A Ri 792.22 tr. 19 8" IE E=784.43 8" IE W=784.33 56 LF - 12" St. Swr. © 0. O- Str. No. 129 Str. No 124 1 Sta 6+71.89, 5. ' Lt. Sta: 7 66.00, 6.0' L . Str. No. 1 Rim: 794.37 Sta: 1+04. 0, 6.0' Lt. Str. No. 127 Str. No. 128 » 8" IE N =786.13 Rim: 794.2 7 Sto 2+72.59, 6.0' Lt. Sto: 4+ 9.65, 6.0' Lt. 265 F - 24" St. Swr. ©0.3290 8" I = 7 4.00 Rim: 791.89 8" IE W=7 3.16 8' IE E=783.84 8" IE E=7 » 3.16 8" IE N=783.84 _3.74 - r� N0) d �Kj �rj oN �Mj N06 �N N N(N 00 N.: 00 NN N CNN No NL6 7N mod= �L0 O N00 Lr) O O O O O O O O O O O O O O O O 1 +00 2+00 3+00 31OO 5+00 6+00 7+00 = Sto 1+05.00, 0' Rt Mid Radius EP: 794.26 0 2" Compacted Aggregate, No. 53 on 6" Compacted Aggregate, No. 2 Sta 1 +88.04. 26.18' Lt End Radius EG: 793.50 Sto 2+14.61, 12' Lt Begin Radius TC: 793.56 G: 793.23 Sta 2+11, %12't Begin Rodibs /TC: 793. G: 793.23 Sto 1 +88. 04 26.1 ' R t I End R dius EG: 7 .50 Cul De Sac Detail An field Drive Scale: 1 "=30' Storm Structure & Casting Information (for this sheet) Str. No. Str. Dia. Casting & Grating 41 48 R-3501-Ll A All Casting Numbers Reference Neenah Castings. Approved Equivalent Castings May Be Used. Curve Data Table Curve Radius Length Chord Bearing Tan ent Delta C21 300.00' 214.03' 209.52' N69°12'43"E 111.80' 40 52'38" Developed By. Allen Edwin Homes 2186 East Center Street Portage, MI 49002 SCALE: 1" = 50' 0 25 50 IN C > o 1` o o �COL V)V)> V O C � N Q C O O 2 O miLL0 0 m �0 >� m� C O Q U Z o O N co V U .N a co N 11 E j o^^$ M v)r� O V 0) D 0 J U N L U Q .E N 0) w Z o Q Va � I-- Z W H Z Q _ H Z oz aoU Z a Z IVU Q W Zn W Ica o= V � �0i,p LU o vn U w 0 CL 0 L0 LU W 00 LL /� Q 0 � Q H CLoo 06 J H W Z a: Q Q Z + J Q C Q H J H w w DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL .......... ER�o :No. PE1990016zi = �•:• STATE OF 0, ••• :/ND I ANP• •• CNAL ; `` 0 nnnnn SIGNATURE: DATE: 3-4-2024 SCALE: HORZ: 1" = 50' VERT: 1" = 5' ACI JOB # 23-1875 SHEET NO. 13 of 22 SECTION 3 775 �/r� / \ Q� 1 x _ CID � --ZO5 Sto 9+nfield Jrive -793- - I / iV \p / / h � Sto 3 90�2 Chathe Drive--- - - - - o Str. 62 (Exist.) / ,�Cb Rim: 794.00 A just Costing1to Grade / \ -- _ -794- _� E.--12 (NE): 87.90 / \11 8"x8" Tee and - Gate Valve (A) / d is I 795 790 785 DATUM ELEV 780.00 - - - - - - - - - - - 6"-Sanitor Laterals (Typ.) _Water Services (Typ.) o Proposed - - - - - A- 8 ox� Hydrant " Water�Llain / 112V \ _ - - - 797� - Proposed �\ -,Assembly_ / \ �� W / Hydrant \ _ 114 I Assembly g �tr Ten s u pV�; S R 35 50%° 1 �� �' Adjust Casting \\ to Grade \ Rim: 793.79 \ /22.5° BendPIZ Q) C4 /(0 c0\ Str. No. 65 Rim: 79 7. 00 \ 12" IE N= 793.12 HIGH PT STA: 10+24.32 HIGH PT ELEV. 797.67 PVI STA:10+00.00 PVI ELEV. 798.28 K: 76.74 L VC: 200.00 do Str. 63 (Exist.) R�im: 793.66 Adjust Casting to Gra, I.E. 12" (E): 789.50 X If. 12" (SW): 789.39 c0 c0 I (.0 CY) J N I pp i I � I 1 I 317 LF 0 0.849' 12" Storm Sewer Str. 64 (xist.) 0) '� • � Rim: 795.95 -LE. 12 (S): 790.43 I.E. 12" (W): 790.60 -09 9. - - - - - - - - - - - - - - - - - - - _ -6- 8" Water Main r s Dip Water Main elow Storm Sewer, M intoin 18" Sto: 9+93.1 , 6.0' Lt. Str. No. 113 Separation Minimum Rim: 796.8 Sta: 11 + 2.30, 6.0 Rt -1-1z AIE-7133.74Rim: 79 T15 8" IE SW=7 5.00 8" IE N=784.27 8" IE SE=7 3.64 8" IE S 784.17 N op Lg CO d r7 � c6 N c6 N N o op r7 N op po LO r7 op d 0) 01) 0) 0) 0) a) 0) a) 0) a) � 0) � 0) � 0) � 0) 0) 0) � 9+00 10+ 00 11 +00 12+ 00 13+00 M End Pro fil e Sta. 13+83.28 --Sta. 794.50 7 Str. No. 114 Sto. 13+93.52, 15.3' Rt 7 5 Rim: 794.29 8" IE S: 785.75 780 775 I I I I I Low Point End Radius TC: 794.56 G: 794.23 30' Rod. Back of Curb Sto 13+12.1, 14' Lt End Radius TC: 795.25 G: 794.92 1 High Point TC: 794.68 G: 794.35 Tennyson Court Sta 13+21.9. 14' Rt End Radius TC: 795.16 G: 794.83 30' Rod. Back of Curb Low Point TC: 794.12 G: 793.79 End Radius TC: 794.76 Cul -De-Sac Detail G: 794.43 Tennyson Court Scale: 1 "=30' Storm Structure & Casting Information (for this sheet) Str. No. Str. Dia. Casting & Grating All Costing Numbers Reference Neenah Castings. Approved Equivalent Castings May Be Used. Curve Data Table Curve Radius Length Chord Bearing Tan ent Delta C22 200.00' 193.48' 186.02' N21-03'35"E 105.06' 55 25'39" C27 300.00' 77.68' 77.46' N14°04'1,9"W 39.06' 14°50'06" Developed By. Allen Edwin Homes 2186 East Center Street Portage, MI 49002 SCALE: 1" = 50' 0 25 50 100 C 0 �'° W =� >>� ��oo; Q Z m �o 0 Q 0 U Z N 0 o L E ,. o1-�� M z O Q U - >- H z W H Z Q _ H Z Oz QOV Z CL 0 Z I Q W t/� W m QUO= W C� PIN: vs =D O 0 H J U U w 0 Uf CL N (16 H 00 W � � M r V 1IIX CL °6O v' vn0 Z >NN ~ O zL0 CL LU 00 Q H H DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL: u�N�����o �..�STE :No. PE1990016A �•:, STATE OF Z. /111111111 MEN SIGNATURE: Q DATE: 3-4-2024 SCALE: HORZ: 1" = 50' VERT: 1" = 5' ACI JOB # 23-1875 SHEET NO. 14 of 22 h� FUTURE loo 376 LF @ 0.60 - - - 12 Storm Sewer - Str. No. 61 Sta: 4+32.72, 26 4' Lt. Rim: 794.60 12" IE N=791.81 N CJ1 N 11.25° Bends Anfield Drive N �' (see sheet 13) o \ 8" Water Main 149 LF © 1.007:7 12" Storm Sewer IQ w Str. No. 59 / Sto: 6t81.1 , 12.8' Lt. / �11' A im: 791.811 12" IE W=788.90' 12" IE E= 7$4. 42 45* Bends '-FStr. No. 60 Sto: 6+81.31, 166. ' Lt. Rim: 794.00 12" IE S= 789.53 12" IE E=789.53 IQ N N - - I/ -, " _F / , + - - -Proposed W Hydran �t F. 134 91' of 8 Assembly \ 7 t. Propose Hydrant N �\ Assembly a, ` N _ 00 Str. No. �43 \ / r - 9 0 LF 011.00% \ \ " \ � � � � 2 �S�rm Sewer _ _ \ Lr Sto: 3+96.55, 18.4' Lt. / i ( \ Rim: 791.64 ��� � / - i� �i ���� ��� �� Str. No. 58 12" IE E=787. 0 11.25° 22.5° ag i Rim: 790.60 V A 45 Bends Bend // - - ' GI i - 12" 1E SW=783.48 \12 IE NE=782.48 V AV A A 00 Sta 1+00.00 Grafton Court = _ - / ,(Ji-� \V A A Sta 4+15.00 Anfield Drive 13 - - ' 6" So 'tar Literals T i� i A V A A S r. 128 _ Y� �( YP )� _214- LF .@ 3. 00% 12" Storm Sewer V A Water Ser 'ces (Typ.)oj 56 LF%® 0.50 12" S-torm Sewer 1-82' of 8" - Str. No. 42 PVC SDR @ 0.40%- __ -'Zoo, - End Section Sto: 4+55.39, 12.4' L t with 10 syds of riprop Rim: 791.64 . N �, IE: 776.00 - - -- 24" IE S=780.14 - / / ---H-- +op 12" IE- W= 78 7.50 , - - - / / 6- - -- 24" IE E=780.14 _ 787 788- Anfield Drive (see sheet 13) :80 795 Begin Pro fil e Sta. 1 +00.00-' EI ev= 792.03790 785 HIGH PT STA: 4+16.67 HIGH PT ELEV. 794.50 PVI STA:4+00.00 HIGH PT STA: 5+00.00 HIGH PT ELEV. 794.17 Ain crA • j;-Lrn fin PVI ELE : 793.92 K:6 .67 K: 121.69 L VC: 100.00 - - - - - - - - - - - p - - Str. 43 8" Water Main - Str. 9 Str. No. 134 Str. No. 133 Sto: 5+5 .94, 6.0' Rt. Sto: 2+90.87 ' Rt, Rim: 793.60 90 LF @ 00% Ri 793.46 8" IE N=785.86 12 Storm 3ewer 8" IE N = 784.69 8" /E SE= 785.76 O 00 N 0) N c0 � N rn .� o n rn (p � n rn � � d= rn d- � d rn d- � d � I- rn CO � n 0 N � n rn CO co CN 0 0) 0) �rn 1 +00 2+ 00 3+ 00 4+00 5+00 6+00 7+00 0 795 End Pro fil e 11--Sto. 7+41. 76 EI ev= 791.39 790 Str. No. 135 Sta. 7+56.41, 7.8' Rt Rim: 791.15 LJ 8" IE S: 786.83 780 3( qm 74-n1 1 27.3' 1 f End Radius TC: 791.75 Cul -De- Sac Detail G: 791.42 Grafton Court Scale: 1 "=30' Curve Data Table Curve Radius Length Chord Bearing ongent Delta C23 200.00' 112.90' 111.40' N1631 '14"W 58.00' 32 20'32" C24 200.00' 114.59' 113.03' S16°16'427' 58.91' .32*49'37" mmmfts Storm Structure & Casting Information (for this sheet) Str. No. Str. Dio. Casting & Grating 42 48" R-3501-L 1 A 43 24" R-3501-L 1 A 58 48" R-3501-L 1 A 59 48" R-3501-L 1 A 60 48" R-2560-C 61 24" R-2560-C All Casting Numbers Reference Neenah Castings. Approved Equivalent Castings May Be Used. °oin t '90.93 90.60 Sto 3+82. 14' Lt End Radius TC: 792.31 G: 791.98 Sto 1+19.6, 19.6' Lt 19' Rod. Back of Curb Mid Radius TC: 791.98 G: 791.64 Sta 1+33, 14' Lt End Radius TC: 792.05 G: 791.72 Grafton Court Sta 1+33, 14' Rt End Radius TC: 792.05 G: 791.72 19' Rod. Back of Curb Sta 4+48, 14' Lt End Radius TC: 791.90 G: 791.57 Intersection Detail Grafton Court & Anfield Drive Scale: 1 "=30' Developed By. Allen Edwin Homes 2186 East Center Street Portage, MI 49002 SCALE: 1" = 50' 0 25 50 100 C 0) O T W � 0) > a O o 0 0] O O V _U U N O c � � o o 0 w Z -0o E v O O O �00 V U N N 0 r 'n I.- o M Z O Q V- � H Z LUt=Z_ Q tnZ�� 0z QOV Z CL Z W Q tW m QUO= LU 0 0 H J U w O a_ w LU w DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL: LIIS /►/V�����i i ��\ ST ERFo % :No. PE199001631 STATE OF lllllllll► SIGNATURE: DATE: 3-4-2024 SCALE: HORZ: 1" = 50' VERT: 1" = 5' ACI JOB # 23-1875 SHEET NO. 15 of 22 Heavy Duty Casting (Refer to Std. 4-6) Eccen tric Cone 0 4'-0" Dia. or 5'-0" Dia. (See Note 4) C.i oI Conc. Bench (Class A) �- -- 6" Min• (T)P.)) Pre-Cast Conc. Bench Conc. Bench Precast Manhole (Class A)(Typ.) (Class A)(Typ.) ction B-Borrow Backfill Unless B-Borrow Backfill Unless 4Pi Flow Channel Otherwise Approved by 4% Slope Otherwise Approved by (See Note 3) City Engineer �� (TY0 City Engineer r Grade ° Adjusting Rings to Bring Frame to Grade. (Refer to PLAN VIEW Std. 4-6) Copolymer polypropylene plastic manhole steps with grade 60 reinforcing steel Seal all Joints w/ Conseal CS-102, Bidco C-56 or Approved Equal. Wrap all Joints with Conseal CS-212 Exterior Joint Wrap or Approved Equal. Apply Joint Wrap Primer per Manufacturer's Requirements. Reinforced Conc. Pre -Cast Manhole Flow Channel -� Pipe Sizes 8" to 24" 4" Min. Clearance - - - Between Lowest Pipe Invert and Manhole - Bottom Outlet Pipe Flow Min. Distance Between Openings shall be 6" for pipe up to 10" nominal dia. For Larger pipes the min. distance between openings shall be O.D. of smallest pipe o ,d v Inlet Pipe Flow Base (Compacted) `O :X SECTION VIEW DETAIL A NOTES: 1. All manholes shall be manufactured and installed in compliance with ASTM C-478. 2. All pipe connections shall be made with integral resilient fittings complying with ASTM C-923. 3. Flow channel shall conform to the shape of the connecting sanitary sewer and be made through the bottom surface of the manhole. The channel walls shall be formed or shaped to the full height of the crown of the outlet sewer. 4. Refer to manhole size vs. pipe size chart on Standard 4-2. 5. Completed manholes shall be tested with negative pressure (vacuum) in accordance with ASTM C-1244-93. 6. At manholes where a smaller diameter sewer joins a larger diameter sewer, the invert of the larger sewer shall be lowered such that the elevation at 8011. of the pipe diameter of both sewers is matched (Refer to Detail A above). 7. The Design Engineer is to be responsible for setting pipe invert elevations to account for minor losses through the manhole. TYPE A MANHOLE - STANDARD PRE -CAST SCALE. 3/8" = 1'-0" 90, 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. 11. 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. 3. 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), 11 (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. Pipe Embedment - (See Notes 4 and 5) FLEXIBLE PIPE. 4 Min. Pipe Bedding RIGID PIPE. Pipe Shall be Bedded Firmly on Undisturbed Ground. Excovote-1 for Bells. No Weight Shall be Supported by the Bells. PIPE BEDDING DETAIL (NOT TO SCALE) _ Precast Manhole Section Flow Channel :(See Note 3) Flowable Fill (See Note 8) Drop Connection Heavy Duty Casting (Refer to Std. 4-6) Eccentric Cone Copolymer polypropylene plastic manhole steps with " grade 60 reinforcing steel Manhole Flow Channel Outlet( 6" MJny (TYP•) 1 Pre -Cost - Base Grade Adjusting Rings to Bring Frame to Grade. (Refer to Std. 4-6) Seal all Joints w/ Conseal CS-102, Bidco C-56 or Approved Equal. Wrap all Joints with Conseal CS-212 Exterior Joint Wrap or Approved Equal. Apply Joint Wrap Primer per Manufacturer's 4'-0" Dia. or Requirements. Inlet Brick Dam `II Drop Connection dia. of pipe " 8 Min. Pipe size 6" Min. io (TYP•) Conc. Bench Flowable Fill (Removable) (See Note 7) (Class A) 4" Min. Clearance _� Between Lowest Pipe Invert and Manhole Bottom SECTION VIEW B-Borrow (Compacted) NOTES: 1. All manholes shall be manufactured and installed in compliance with ASTM C-478. 2. All pipe connections shall be made with integral resilient fittings complying with ASTM C-923. 3. Flow channel shall conform to the shape of the connecting sanitary sewer and be made through the bottom surface of the manhole. The channel walls shall be formed or shaped to the full height of the crown of the outlet sewer. P 9 4. Refer to manhole size vs. pipe size chart. 5. Completed manholes shall be tested with negative air pressure vacuum in accordance with ASTM C-1244-93. P 9 P (vacuum) 6. Refer to INDOT Standard Specification Section 213 for removable flowable fill requirements. Z The Design Engineer is to be responsible for setting pipe invert elevations to account for minor losses through the manhole. STANDARD DROP MANHOLE SCALE. 1/4" = 1'-0" Finished Grade 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 100% Standard Proctor Density. Backfill in Easement or Open Areas: Backfill Material Shall Compaction not Req'd. be of Select Native Granular if Using Flowable Fill Material, Placed in 12" Layers, Free of Debris, Organic (INDOT Spec.) Material, and Large Stones. Backfill Shall be Compacted to 951'. Standard Proctor Density. Min. Width "W" Geotextile Required if =1.25 x O.D. + 12" 1-#8 or #9 Aggregate is Mechanically Tamped in 6" Layers, Compact to 95% Standard Proctor 0 Density Hand Placed/Shovel-Sliced and rr Tamped in Compaccally t Layers, o95% Standard Proctor Density Unsuitable Material: Remove Unsuitable Material as Required and Place Class I or II Material per ASTM D2321 Single Outlet Use or Tee Double 0t may be Wye or Flowable Fill (Removable) Encasement Min. 6" Around Stack Pipe 30' Curve Along - Radius L Sewer Main Flow Vitrified Plug Tee Shown 90' out of Position L 6 OA PLAN 7. Slope r.r ft. Compacted Tren ch Wall Flowable Fill r. (Removable) at Main Branch Flowable Fill (Removable) at Wye Branch Branch VERTICAL STACK NOTES: SLANT STACK 1. Refer to INDOT Standard Specification Section 213 for removable flowable 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) Apply a Non -Petroleum Based Releasing Agent ent to Casting when Paving Heavy Duty Casting (See Notes Below) 12" Max. Adjustment 24" Clear Pre -Cast Opening Manhole Riser Section Finished Flexible Butyl Joint Sealant and Grout Between Joints / Rings (Typ.) Pre -Cost Concrete Adjusting Rings to Bring Frame to Grade. Adjust w/ 2" Rings to Bring Frame to Grade. Bottom Ring Shall be 4" Height. All Casting Grade Adjustments Shall Follow INDOT Pevoiling Specifications Section 720.04 SECTION VIEW NOTES: 1. Manhole castings shall be Heavy Duty (H-20 rated). Castings shall be East Jordan Iron Works 1040A or Neenah R-1642. 2. Casting lid shall be solid with two (2) concealed pickholes for sanitary or combined sewer manholes and two (2) open pickholes for storm sewer manholes. The text SANITARY shall be cast into the lid for the sanitary or combined sewer manholes. The text STORM shall be cast into the lid for storm sewer manholes. 3. Where directed by the City, casting lids shall bolt down. Bolts shall be provided with an anti -seizing agent. 4. For manholes 72-inch diameter and larger, the clear opening shall be 36-inch diameter. The casting shall be Heavy Duty (H-20 Rated). Casting shall be East Jordan Iron Works V-1600-5 or Neenah R-1741-D. 5. For casting adjustments of existing brick manholes, remove old bricks down to a solid base. Then level with mortar and build up with pre -cast adjusting rings. 6. When manholes are located in gravel or treelown areas, provide a 5 foot diameter concrete collar, centered on the casting. Concrete shall be Class A. TYPICAL MANHOLE CASTING & ADJUSTING RINGS (NOT TO SCALE) Tapping Area 120' ?ntal Axis 7A Core Drill and Seal Water Tight Maximum 1" Protrusion df R Into Exist. Pipe Sewer Main Flow NOTES.- 1. When "dr ) "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) Specifications: Sanitary Sewer: 1. Sanitary sewer construction, including appurtenances, shall meet the City of South Bend standard specifications and drawings, not otherwise in conflict with, specifications and drawings shown on these plans. 2. Sanitary sewer shall be installed in a dry trench. 3. Pre -cast concrete pipe manhole rings shall conform to the requirements of ASTM C-478. 4. Sanitary sewer pipe shall be polyvinyl chloride pipe (P.V.C.) conforming to ASTM D-3034, type PSM SDR-35, with elastomeric gasket joints conforming to ASTM D-3212. Sanitary sewer pipe in excess of 12 ft. deep shall be P.V.C. SDR-26 or SDR 21. 5. Standard manholes shall be 48 inches pre -cast concrete conforming to ASTM C-478 with pre -cast base or base to be constructed of class A concrete with a semi -circular shaped bottom having a radius equal to the sewer section. All joints to be made with bitumastic material and rubber gaskets conforming to ASTM C-443. Castings to be NEENAH R-1642 or equivalent, conforming to ASTM A-48. Rubber gasket to be used where P.V.C. pipe enters manholes. All pipe connections to manholes shall be made with integral resilient fittings complying with ASTM C-923. 6. 6 inch diameter sanitary sewer service laterals shall be made with wyes and according to the City of South Bend standards. At the end of all 6 inch sanitary services, the contractor shall plug and place a 4" x 4" stake and a #4 rebar from 1 foot below the invert to approximately 1 foot above the ground surface. 7. Low pressure air leakage testing shall be performed by the contractor in accordance with the City of South Bend standards and ASTM F1417, standard test method for installation acceptance of plastic gravity sewer lines using low-pressure air. The contractor shall notify (3 working days in advance) the City of South Bend and Abonmarche Consultants so that both may be present. Copies of the test results, certified by a professional engineer, shall be submitted to the City of South Bend Engineering Department, and Abonmarche Consultants L.L.C. Contractor shall provide sewer test schedule to the Cityof South Bend Engineering Department and the 9 9 P engineer so that both may be present. 8. Tests for deflection of sanitary sewer pipes shall be performed by the contractor not prior to 30 days after installation b the contractor with an approved mandrel. The P Y Y PP contractor shall notify (3 working days in advance) the City of South Bend and Abonmarche Consultants so that both may be present. No pipe shall exceed a deflection of five (5%) percent. In the event the sanitary sewer pipe fails the deflection test, the section of pipe which failed shall be completely removed, replaced and re -tested starting with infiltration through deflection testing. Copies of the test results, certified by a professional engineer, shall be submitted to the City of South Bend Engineering Department and Abonmarche Consultants, L.L.C. The contractor shall provide sewer test schedule to the City of South Bend Engineering Department and the engineer so that both may be present. 9. All sewer fittings shall conform to the requirements of ASTM D-3 034 specifications with minimum wall thickness of SDR 35 (as defined in 7.4.1) and shall be molded in one piece with elastomeric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. P.V.C. material shall have a cell classification of 12454-B and C as defined in ASTM D-1784. 10. The contractor shall verify the water table and include in the bid the cost to de -water. The contractor shall lower the water table to 12 inches below the pipe invert prior to installation. 11. Unsuitable materials that could affect the integrity of the lines should be properly treated. 12. Sanitary sewer manholes shall be tested by negative air pressure in accordance with ASTM C 1244 93. The contractor shall provide sewer test schedule to the City of South Bend Engineering Department and the engineer so that both may be present. 13. A minimum of one compaction test will be required on the backfill for each sewer pipe under the pavement. See Section 4-4 of COSB Standards. 14. Sewer televising will be required prior to acceptance (COSB Standards 4-4.2(h)). MH �O 1. Location of tap from downstream manhole. 2. Downstream manhole number. 3. Length of lateral from main to stub. 4. Depth of lateral at end. As -Built Detail -Not to Scale - Note: Sanitary laterals shall be installed below water main or at least 8 feet deep at the curb when main depth allows. When the main depth is less then 8 feet, the laterals shall be installed as deep as possible. o o >>D- i U o 0 0> o U U Q -0 a 0 _>C= o °�= a 0�000 w ZZ O Z Z m 0 w �� E 0 0Z Q Q oZCD o �00"t�� i ' C 3��-i Lo 11. , 0 Lo co v, H LL O U U M Z O Q VCL >. H Z W H Z Q _ H Z �3:OZ QOV 0 Z W ll t- v QUO0 Ix �C�y0 W � 0 H J U LU O N>f J Q H W W 300 H H Z UJ UJ H w UJ DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL: �.......... \STE,.�F-�'o o• :No. PE19900163's = STATE OF t SIGNATURE: DATE: 3-4-2024 SCALE: HORZ: AS SHOWN VERT: ACI JOB # 23-1875 SHEET NO. 16 of 22 6" Gate Valve (Restrained with Wedge Action Restraints) w/ Box 6" x Min. 13" x_"x6" Tee (Restrained with Wedge Action Restraints) 6" x Min. 24" Fire Hydrant (Restrained with Wedge Action Restraints) Finish Grade S rT I I I cv 2' ELEVA TION Hydrant Drainage Pit (See Note 2) Fire Hydrant (Restrained with Wedge Action Restraints) 6" x Min. 24" 6" Gate Valve (Restrained with Wedge Action Restraints) w/ Box 6" x Min. 13" _"x_"x6" Tee (Restrained with Wedge Action Restraints) NOTES 1. Any subgrade disturbed beneath hydrant shall be thoroughly compacted or suitable material shall be furnished, placed and compacted to provide a firm foundation for the hydrant. 2. Hydrant drainage: To prevent freezing of the hydrant barrel if it were not drained, a drainage pit 2'x2'x2' shall be excavated below the hydrant and filled with course gravel or crushed stone mixed with sand to a depth of 6" above the hydrant opening, providing sufficient aggregate void space to more than equal the volume of the barrel. The drainage pit should neither be near, nor have a connection to a sewer. J. Hydrant painting: Hydrants to be painted red, white and blue per manufacturer's paint specs. 4. All pipe, fitting and valve joints shall be restrained with wedge action restraints. FIRE HYDRANT ASSEMBLY (NOT TO SCALE) Cast iron access cap (4" - 2 hole) E 0 Service shut-off box :E (Tyler 95E or approved equal) t I Shut-off box rod 1" Compression Curb E Stop (Ball Valve) Ball Type Corporation Stop (1 " CC Threads x 1 " Copper Compression or approved equal A,S° Brick 1" Type "K" Service Pipe to Establishment 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) Finish Grade Backfill - In Streets. Alleys 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 100% 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 Materials and Large Stones. Backfill Shall be Compacted to 95% Standard Proctor Density Initial Backfill - Select Excavated Material Mechanically Tamped to 95% Standard Proctor Density Removable Flowable Backfill Shall be Placed for All Areas Within 5' of Pavement to 12" Above Pipe Crown. Above This Limit, Structure Backfill Shall be Used. Bedding Material - Select Excavated Material Mechanically Tamped to 95% Standard Proctor Density Undisturbed Earth 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 operations, and in conformance of IOSHA Regulation 29 C.F.R. 1926, Subpart P for Trench Safety Systems. 2. For multiple pipes in same trench: 2.o. Place bedding to spring line of first pipe across entire trench width. 2.b. Placement of next pipe, re -excavate trench as needed. Then place bedding as noted above. 2.c. For additional pipes repeat as required. 3. Minimum easement width for water main shall be 15'. 4. Minimum obstruction setback requirement from water main shall be 10'. Obstructions shall include structures, other utilities, trees and landscaping. TRENCH DETAIL FOR WATER MAIN IN SUITABLE SOIL (NOT TO SCALE) Lid shall have the "WATER" cast in Adjustable Type 2 Piece, Cast Iron Valve Bc Adjustment to Restrain with Action Restraints (Typ) Set Top Flush with round or Pavement NOTES 1. Gate valves shall be manufactured by Clow, Mueller, or approved equal. 2. Valve box shall be manufactured by Tyler Pipe Industries Model 664-S or approved equal. 3. Gate valves shall be used on water main pipe 12-inches and smaller. 4. Valve spacing shall be no greater than 1,000 feet. A main line valve shall be placed at each intersection. 5. Valve locations shall be configured to be within 3 Ft. of adjoining fittings. TYPICAL GATE VALVE AND BOX (NOT TO SCALE) Ex. Water Main tH 20 125 6" Min. da + Restrain all Pipe and Fittings with Wedge Action Restraints (Typ.) Proposed Main _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) Finish Grade Backfill - In Streets. Alleys 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 100% Standard Proctor Density N� - - - Backfill - In Easement or Open Areas: Backfill Material Shall be of Select Native Granular Material. Placed in 12" Layers, Free of Debris, Organic Materials and Large Stones. Backfill Shall be Compacted to 95% Standard Proctor Density Initial Backfill - INDOT Class II or III Granular Material 11 Mechanically Tamped to 951'. Standard Proctor Density 4" Min. or I as Directed by Removable Flowable Backfill Shall be Placed for All Areas Within Engineer 5' of Pavement to 12" Above Pipe Crown. Above This Limit, Structure Backfill Shall be Used. Max. Trench Width 24" Wider Than O.D. of Pipe Bedding Material - INDOT Class II or III Granular Material Mechanically Tamped to 951'. Standard Proctor Density Undisturbed Earth 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 operations, and in conformance of IOSHA Regulation 29 C.F.R. 1926, Subpart P for Trench Safety Systems. 2. For multiple pipes in some trench: 2.o. Place bedding to spring line of first pipe across entire trench width. 2.b. Placement of next pipe, re -excavate trench as needed. Then place bedding as noted above. 2.c. For additional pipes repeat as required. 3. Minimum easement width for water main shall be 15'. 4. Minimum obstruction setback requirement from water main shall be 10'. Obstructions shall include structures, other utilities, trees and landscaping. TRENCH DETAIL FOR WATER MAIN IN UNSUITABLE SOIL (NOT TO SCALE) NOTE: SEE SOUTH BEND WATER DEPARTMENT CONSTRUCTION STANDARDS FOR ADDITIONAL STANDARDS AND DETAILS (BLOCKING, ETC.). 5-2.6 FIRE I-1YDRANT ASSEMBLE' Fire hydrant shall conform to the most recent version of AWWA C'502; two (2), two and one-half (2.50) inch nozzles with National Standard thread and one (1) . five (5) inch pumper nuzcic with South Bend Fire Department special thread; chained nozzle raps; one (1) inch square operating nut to open clock -wise; one (1) inch square node caps nuts 360 degree rotatable upper barrel of break -flange design, painted ra white, and blue; extension for a six (6) foot trench depth; six (6) inch inlet with gasket and wedge action retainer gland. This inlet connection (shoe) shall be oversized to tit cold and new pipe, having O.D, range from six and nine -tenths (6.90) inches to seven and cane -tenth (7.10) inches. The nominal Five (5) inch pumper nozzle shall have an LD. of at least four and three-qt.0 rter (4.75) inches. The main valve size shall be fire and one -quarter (5.25) inches in diameter; the main vale shall close with, and be held closed by, normal cater pressure. The inside of the Shoe, and the lower plate valve. shall be epoxy -coated where exposed to pre,,surized water. Hydrants must be Clow Medallion or Mueller Super Centurion. (a) DL'C'TILE IRON PIPE Eighteen (18.) foot lengths of ductile iron pipe shall conforni to the requirements- of (fie American National Standards- Institute (ANSI) 21.51. or AnreriWater Works Association (AWWA) C151, Thickness Class 50 push -an joint pipe. The ductile iron pipe and fittings shall have a hot oral tar coating in accordance with American Standar& Institute for Coal -Tar Dip Cuating for Cast Iron Pipe and Fittings. Ductile iron pipe and fittings ;hall be cement -lined, conforming to ANSI A? 1.4 or AWWA WA C 104. Rubber gasket joints shall tranfonn to the requirement*; of ANSI A21.11 or AWWA CI 11. DEWATERINCi Refer to Section 4-3.4 for dewatering requirements. Water shall he kept out of the trench until pipe joining is completed. When -work is not in progress, open ends, pipe, fittints, and valves shall be securely closed so that no trench '(eater, earth, or other subb mtanc a will enter the pipes or fittings- 4-3.4 DEWATFRIN(i Water shall he kept out of the trench until pipe joining or structure installation is completed. When work is not in progress, open ends, or pipe, fittings, and valves shall be securely closed sea that no trench water, earth or other substance «ill enter the pipes or fittings. Dewatering shall be performed such that dry %vorking conditions are maintained for all the excavated. trenehe% and excavations, for structurrs. The ❑ewatering System shall be installed in such a manner, so it does not interfere with traffic maintenance. Diesel dewatering equipment, including generators, may be used. Any diesel equipment utilised must be sound attenuated. The equipment noise level shall comply with Article 7 - Nulse Control. of the C itv of South Bend Code of Ordinances. A spill containment system (minimum size equal to the fuel tank volume) shall be provided and placed. A sediment filter shall be attached to the end of the dewatering discharge pipe. The sediment filler shall be monitored and changed as necessary. The discharge points for the dewatering system shatl be approved by the City Engineer prior to commencing construction. SPECIFICATIONS: WATER MAINS: 1. ALL FIRE HYDRANTS SHALL CONFORM TO AWWA (AMERICAN WATER WORKS ASSOCIATION) STANDARD C-502. HYDRANT ASSEMBLY SHALL INCLUDE THE HYDRANT, 6%6" TEE, A 6" GATE VALVE, AND ALL NECESSARY FITTINGS AND PIPE TO PLACE A HYDRANT 3' BEHIND BACK OF CURB AND AT THE PROPER ELEVATION. 2. WATER MAIN SHALL BE CLASS 50 DUCTILE IRON PIPE MEETING THE REQUIREMENTS OF AWWA. 3. WATER MAIN JOINTS SHALL BE BELL AND SPIGOT WITH ELASTOMERIC RUBBER GASKETS. 4. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT, CLASS 250 GRAY IRON CONFORMING TO ANSI A21.10, WITH ELASTOMERIC RUBBER GASKETS AND JOINTS. 5. VALVES SHALL BE IN ACCORDANCE WITH AWWA STANDARD C-509-80 FOR RESILIENT WEDGE VALVES WITH A MINIMUM WORKING PRESSURE OF 150 PSI AND SHALL OPEN CLOCKWISE. VALVES SHALL BE INSTALLED WITH STANDARD CAST IRON VALVE BOXES. 6. WATER MAIN SHALL HAVE A MINIMUM COVER OF 5 FEET 0 INCHES. 7. RETAINER GLANDS SHALL BE PROVIDED ON ALL VALVES AND FITTINGS, ACCORDING TO THE CITY OF SOUTH BEND STANDARDS. 8. CURB BOX AND SERVICES SHALL BE PROVIDED AS SHOWN ON THE PLANS. SERVICE PIPE SHALL BE 1 INCH TYPE "K" COPPER, MEETING THE REQUIREMENTS OF ASTM SPECIFICATIONS B55. 9. WATER SERVICES SHALL HAVE A MINIMUM COVER OF 5 FEET 0 INCHES. 10. ALL WATER SERVICES SHALL BE FITTED WITH A WATERPROOF PLUG AND SHALL BE CLEARLY FIELD -MARKED WITH A 4%4" POST. 11. CONTRACTOR SHALL DISINFECT WATER MAIN ACCORDING TO THE REQUIREMENTS OF THE AWWA STANDARD C-651. 12. THE CITY OF SOUTH BEND SHALL BE CONTACTED TO SUPERVISE AND INSPECT THE PRESSURE TESTING AND THE DISINFECTING OF THE WATER MAIN AS REQUIRED. 13. WATER MAIN AND SEWER MAIN SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET. WHENEVER SEWER MAINS MUST CROSS UNDER THE WATER MAIN, A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED BETWEEN THE TOP OF THE SEWER MAIN AND THE BOTTOM OF THE WATER MAIN. IF THIS CANNOT BE MET, THEN THE SEWER SHALL BE CONSTRUCTED OF WATER GRADE DUCTILE IRON PIPE FOR A DISTANCE OF 10 FEET EACH SIDE OF THE WATER MAIN. 14. ALL TEES, PLUGS, DEADENDS, AND BENDS SHALL BE RESTRAINED ACCORDING TO CITY OF SOUTH BEND STANDARDS. 15. WATER MAIN SHALL BE TESTED FOR RATE OF EX -FILTRATION AT 150 PSI FOR TWO HOURS AND SHALL NOT EXCEED 10 GPD/INCH DIAMETER/MILE OF PIPE. 16. NO WATER MAIN SERVICES SHALL BE EXTENDED FROM A BEND IN THE WATER LINE. ALL SERVICES SHALL BE EXTENDED FROM THE WATER MAIN IN THE STREET, TO A CURB VALVE APPROXIMATELY TWO FEET INSIDE THE PROPOSED CURB. 17. ALL CURB VALVES SHALL BE LOCATED BETWEEN THE CURB AND THE SIDEWALK OR TWO FEET BEHIND THE CURB IF NO SIDEWALK IS PRESENT. CURB VALVES ARE NOT PERMITTED TO BE LOCATED IN A DRIVEWAY, SIDEWALK, OR THE STREET. C a( W �j0 Qo m=° T >>5 o0- o o) V U U U Q N Q Q _��_ C 03 0 60 w Z U Z 0 Z 0 U m� C 0 Q Q � Z CD CD U - O Q 4 2 coq i N Co N E j O 0 U M Z o a U EL >. Z LU Z a H Z �3:OZ a0U 0 DC _ Z Z "' a H m a�0 �0 LU to) 0 O v� U U LU H J a W 0 Z i w LU LU LU to DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL: Los lii wow''' � \STEy 0 :No. PE19900163: O •• STATE OF Q; �C •'•:�NDIANP.'• ��� /lllllllll SIGNATURE: DATE: 3-4-2024 SCALE: HORZ: AS SHOWN VERT: ACI JOB # 23-1875 SHEET NO. 17 of 22 0 ACRES SWPPP NOTES I L IMN 17- 82 ----- 81i 7f0 ` —1 F 98\r— — 80 1 B 101 // I/I IP � 84 I 79 —I- I /� 97 78 r �1020� rn 1 II 96 85 > 1-- I > N 0 ACRES I \I \ mo 1 77 95 186 I \ I I — — 0 >r04Q II II 76 87 1105 I \ 4 �v 75 �c 88 �- \ (� ).193 3 1 /1¢6 I �� A74 I X 89 Silt Fenc Construc on Liarits 1 / //140 IP II I / 91 \ 72 139 IP � � P 38 \ 141 / \ / j s J \ 142 69 / 70 71 V I //4/ 6814-3 ` 67 \ / I 4 Y44 � ✓��// � � � I 66 41 / 42 � �� X / 40 / 65 43 39 64 l 44 X 45 38 X 63 153 I \1 � � 46 37 I � \ I \ — 62 / III II / 36 " 154 --� / 47 — — X — J 6\1� 0' 35 �X ` Zo1 III I 155 _ I'� o � 48� � ��- 1. Temporary construction entrance shall be installed and maintained to minimize the amount of soil tracked onto public/private roadways. Entrance shall be installed prior to any other construction activity. See "Temporary Construction Entrance" detail. 2. Storm sewer inlets within the construction limits and existing inlets nearby that may be impacted by construction shall be protected as specified on this plan or an approved equal. The intent of this measure is to prevent sediment from entering the drainage system. See inlet protection detail(s). J. Until the project is accepted by the Owner, the Contractor shall maintain all erosion control measures to prevent sediment from entering public and private storm sewers and from leaving the project site. Contractor shall implement and maintain any additional measures at the request of the Local Inspectors at no additional cost. 4. SILT FENCE - The location of silt fence shown on the drawing shall act as a guide for the Contractor to follow. Actual field conditions shall dictate the location and amount of silt fence required to prevent sediment from entering public and private storm sewers and from leaving the project site. Silt fence shall also be installed at specific down slope areas as shown on the plan. Silt fence or other appropriate sediment barriers shall be installed a minimum of 10 feet from the toe of slope of any onsite or offsite soil stockpile, borrow and/or disposal areas. See "Silt Fence" detail. 5. The location shown on the plan for the concrete washout structure is tentative and subject to change by the Contractor and Owner prior to construction. See "Concrete Washout" detail. 6. Soil material shall be temporarily stockpiled onsite as necessary during construction and any excess material not needed shall be hauled away and disposed of in accordance with local, state and federal guidelines. 7. Locations for temporary construction staging and dewotering operations (if required) shall be determined by the Contractor and Owner prior to construction. These locations shall be provided to the municipality prior to construction of said items and adequate protection installed to protect public and private drainage systems. 8. All areas disturbed by construction shall be stabilized with seeding measures. Temporary Seeding shall take place as soon as possible on any bare or thinly vegetated areas which have less than 70 percent cover and will remain inactive for a period of 15 days or more. Temporary and Permanent Seeding shall be in accordance with the Indiana Storm Water Quality Manual. 9. Erosion Control Blankets, where specified, shall be North American Green DS-150 or approved equal. Contractor shall follow the manufacturer's guidelines for installation and maintenance. See temporary slope stabilization detail. 10. All work performed within County right-of-way shall conform with municipal standards and details. SWPPP LEGEND Temporary Construction Entrance Temporary Soil Stockpile CWConcrete Washout Structure L J Ul— Staging Area w/Posted NOI ® Erosion Control Blanket ----SF— Silt Fence Disturbed Area Limits IP Inlet Protection OP Outlet Protection VA Vegetated Area - Seeding & Secured Mulch; Erosion Control Blanket to be used on areas that fail to stabilize with seed and mulch o ACRES Watershed /Flow Acreage INSPECTIONS/REPORTING Inspections of all erosion and sediment control best management practices (BMPs) and storm water related BMP's must be completed on a weekly basis and within one business day after any rainfall event of X inch or greater. Any problems shall be immediately reviewed and corrected by the Contractor. All repairs, failures, and additional erosion control measures installed at the project are to be noted in the individual inspection report. Inspections are to continue until the project until a Notice of Termination has been approved. The Contractor shall use an approved evaluation form for all site reviews. All weekly and wet weather inspection logs shall be retained and made available within 48 hours to any governing body requesting them. SCALE: 1" =100' 0 50 100 zoo UJ C ° > o m=� O t 7 7 Ja d N N > U � C N Q ��t 03� 0 no L= Z 0 m �0 m� � o Q DC . M m � E N N 1. �2 orL-O'U�° M Z O a VCL -~a >-Z W = Z _ H Z 0Z a0U Z CL Z ILU a Zn m a*0= V W in 0 O J J U w 0 W CL ZCL CL OCL H J J Z oCL a LU W CL a0 Z LU O W w N CL J H H wLU DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL: -o -:��\STS,�F -Al-' 'Q ° ' eNo. PE1990016Ze _ STATE OF ���.�'• AND I ANP'••'��� ��mnnma SIGNATURE: DATE: 3-4-2024 SCALE: HORZ: 1" = 100' VERT: ACI JOB # 23-1875 SHEET NO. 18 of 22 Steel or Wood Post Steel or Wood �? S Post (Typ) O: Extra strength non -woven 18" Min. Height filter fabric needed without 36 Max. Height 3B �4r C/'/ Steel or wood post wire mesh support Ponding Height I I 2 Z < 11 I- III1 I s----------------rn Fabric #2 Aggregate �j �.: .- -III III- III -III .. >: , . II III -III= - Steel or Wood J Silt Fence 0 l Top Dress w/2"-3" Post (Typ) �s ; ; Flow �► ' #53 Aggregatecc --------------------- ----------------------- U - _ - - _ III_I11=III=IIIIII-III=III=III= III Max. 6' max. w/out 4"x8" trench with I wire support fence; compacted pp compacted backfill Geotextile Fabric Max. 10' max. w/ over fabric wire support fence 0. 1I - 8" (Min.) ELEVATION TRENCH DETAIL FENCE JOINING DETAIL 3A Min 12'. Small Sites 4 Min. 20': Large Sites INSTALLATION INSTALLATION 1. Lay out the location of the fence so that it is parallel to the contour of the slope and at least 10 feet beyond the toe of the slope 1. Remove all vegetation and other objectionable material from the foundation area. to provide a sediment storage area. Turn the ends of the fence up slope such that the point of contact between the ground and the bottom of the fence end terminates at a higher elevation than the top of the fence at its lowest point. 2. Grade foundation and crown for positive drainage. If the slope of the construction entrance is toward a public road and exceeds two percent, construct on 8-inch high diversion ridge with a ratio of 3-to-1 side 2. Excavate on 8-inch deep by 4-inch wide trench along the entire length of the fence. slopes across the foundation area about 15 feet from the entrance to divert runoff away from the road. (installation by plowing is acceptable) 5 � Illlil 3. Install a culvert pipe under the pad if needed to maintain proper public road drainage. 3. Install silt fence with the filter fabric located on the up -slope side of the excavated trench and the support posts on the down -slope DETAILPROVIDED BY: side of the trench. NORTH AME�ICAN GRffi� IIIII- 4. If wet conditions are anticipated, place geotextile fabric on the graded foundation to improve stability. IIIIII=III 4. Drive the support posts at least 18 inches into the ground, tightly stretching the fabric between the posts as each is driven into the INSTALLATION 5. Place specified aggregate to the dimensions shown leovincg the surface smooth and sloped for drainage. soil. A minimum of 12 inches of the filter fabric should extend into the trench. 1. Prepare soil before installing blankets, including application of lime, fertilizer, and seed. When using cell-o-seed do not seed prepared area. Cell-o-seed must be installed with paper side down. 6. Top -dress the first 50 feet adjacent to the public roadway with 2-3 inches of washed #53 aggregate 5. Lay the lower 4 inches of fabric on the bottom of the trench and extend it toward the up -slope side of the trench. [optional, used primarily where the purpose of the pad is keep soil from adhering to vehicle tires] 2. Begin at the top of the slope by anchoring the blanket in 6" deep x 6" wide trench. Backfill and compact the 6. Backfill the trench with soil material and compact it in place. trench after stapling. Follow the manufacturer's recommendations for size and type of staples and staple 7. Where possible, divert all storm water runoff and drainage from the pad to a sediment trap or basin. pattern for securing the blankets. 7. If the silt fence is being constructed onsite, attach the filter fabric to the support posts and attach wooden lathe MAINTENANCE to secure the fabric to the posts. Allow for at least 12 inches of fabric below ground level. Complete the silt fence 3. A) Roll the blankets down the bank as shown. 1. Inspect daily. installation, following steps 1 through 6 above. B) Blankets may be installed horizontally down the slope of the drainage swole. 2. Reshape pad as needed for drainage and runoff control. MAINTENANCE 4. The edges of parallel blankets must be stapled with approximately 2" overlap. 1. Inspect within 24 hours of a half -inch or greater rain event and at least once every week. 3. Top dress with clean aggregate as needed. 5. When blankets must be spliced down the slope, lace blanket end over end (shingle style) with approximately 4" 2. If fence fabric tears or starts to decompose, or in any way becomes ineffective, replace the section immediately in accordance with p p p ( g �) pp y 4. Immediately remove mud and sediment tracked or washed onto public roads. installation specifications above. overlap. Staple through overlapped area, approximately 12" apart. 3. Remove deposited sediment when it causes filter fabric to bulge or when it reaches 1/2 the height of the fence at it lowest point. 5. Flushing should only be used if the water can be conveyed into a sediment trap. 4. When the contributing drainage area has been stabilized, remove the fence and sediment deposits, grade the site to blend with the MAINTENANCE surrounding area and stabilize. 1. Inspect within 24 hours of a half -inch or greater rain event and at least once every week. 2. Check for erosion or displacement of the blanket. TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY SILT FENCE 3. If any area shows erosion, pull back that portion of the blanket covering the eroded area, add soil and tamp, (Not To Scale) (Not To Scale) reseed area, replace and staple the blanket. EROSION CONTROL BLANKET SLOPE STABILIZATION (Not To Scale) Lift Handles Standard 2" Flow Area �� Lift Handles ROADWAY Replaceable Replaceable sediment bags with Stabilize Soil in sediment bags with geotextile filter \ GRAVEL accordance with Silt Fence geotextile filter fabric ENTRANCE 'Rule 5" Guidelines fabric (15' WIDE) EXCA VA TED MATERIAL Soil Stockpile RECTANGULAR FILTER ROUND FILTER INSTALLATION DETAIL STORAGE HOUSE BLDG. INSTALLATION slrE 1. Prior to installation, Contractor shall submit brand and model information to Owner for approval prior to installation. Install per SLOPE manufacturer recommendations. DIRECTION 2. Remove grate and clean ledge of the casting frame or drainage structure. INSTALLATION 3. Drop frame and sediment bag insert onto load bearing lip of casting or concrete structure SILT FENCE X 49 1. Storage area shall be free of stumps, rock and construction debris. ANGLE FENCE 4. Re -install grate and confirm it is elevated no more than thickness of insert hangers. 2. Cover stockpile with vegetation and tarp. NOTE. AT CORNERS SILT FENCE TO BE INSTALLED 3. Surround with sediment barrier or filter. See "Silt Fence" detail. If MAINTENANCE ON ALL DOWNSLOPE SIDES OF straw bales are utilized, place a minimum of 10 feet from the toe of 1. Inspection should occur at least once a week and following each %2" or more rain event. THE AREA OF DISTURBANCE. slope. Each bale shall entrenched a minimum of 4 inches into subsoil and shall be anchored with (2) 36-inch long steel rebors or 2. Empty the sediment bag if more than half filled with sediment and debris. 2x2 inch wood stakes driven through the bale. The minimum bale size 3. Remove the grate, engage the lifting bars or handles and lift from the drainage structure, and dispose of any sediment or debris in accordance shall be 14"x18"x36". with EPA Guidelines. 4. Backfill the trench with soil material and compact it in place. 4. Remove any caked on silt from the sediment bag and reverse flush the bag with medium spray for optimal filtration. LOT EROSION CONTROL PROTECTION SCHEMATIC 5. Replace the bag if torn or punctured to !12" diameter or greater on the lower half of the bag. MAINTENANCE INSTALLED BY LOT OWNER (TYPICAL) 1. Inspect daily. 6. When the contributing drainage area within 50 feet upstream of the inlet has been stabilized, remove insert (basket) and properly dispose of (Not To Scole) sediment deposits. 2. Check for damage to perimeter barrier, repair immediately. SEDIMENT BAG TEMPORARY SOIL STOCKPILE TEMPORARY INLET PROTECTION (Not To Scale) (Not To Scale) U w O IL F_ w M Z O V LU J Q W Q 0 O J J i Z O O CL W W a O H H � o mlo E It o 0 a�Z�v2 7C)oOV U m O Cl! N 0 Q r� .1 a V) Z Z =D 3:O OV H = ZW Q t/� �O ,LU • V H r- Z Q J CL Z O Z W W CL DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL Q Z Q Z W Ica O H �o►uuwuUgi `````�OOPRy L S.. Aw ���' \STERF• ;No. PE19900163's _ -13 STATE OF �mnnnna SIGNATURE: DATE: 3-4-2024 SCALE: HORZ: AS SHOWN VERT: ACI JOB # 23-1875 SHEET NO. 19 of 22 Sandbag or Other Appropriate Lining Anchoring System (Typ) Excavotior (Typ), n 10 mr Polyethylen Linin 10' Min. (Typ) h Wood or steel stakes to secure straw bales (2 per bale) Metal f,illa u, staples to secure lining to straw bales BELOW GRADE PLAN VIEW ABOVE GRADE PLAN VIEW Sandbags or other appropriate anchoring system to secure lining Carry lining over berm - Min. 1 "" FreeboorTd SECTION A —A Lining over berm 2'x4' sheet of plyw( painted w n SIGN DETAIL Secure using 3%2" dia. pressure disks and 175# zip ties fastened to grate Natural Biodegrodeoble Fiber Mat Typical Section; Cover Entire Trench Drain INSTALLATION 1. Install fiber mat per manufacturer recommendations. 2. Lay fiber mat firmly in place to cover both the inlet grate and overflow area, cut to extend 1" minimum to 3" maximum from edge of grate. 3. Install pressure disc anchors per manufacturer at recommended anchor locations and use zip ties to fasten to grate. MAINTENANCE 1. Inspection should occur at least once a week and following each %2" or more rain event. 2. Broom collected material off filter unit surfaces and away from edges. J. Remove sediment and debris collected around filter units and dispose of legally off site. 4. Replace filter unit if it becomes too clogged with sediment to perform properly. Sandbags or other 10 mm Earthen appropriate anchoring Polyethylene Berm Lining buried FIBER MAT system to secure lining Lining under berm (Entry Side only) TEMPORARY TRENCH DRAIN PROTECTION Min. 5' SECTION B—B Earthen 10 mm Berm oo Min. 3' Polyethylene Lining Ground EARTHEN BERM SECTION Sandbags or other appropriate anchoring system to secure lining Lining to extend over straw bales Straw Bale (or alternative Straw bales acceptable materials for o �� entrenched - L_ I structural containment) 4 inches into ground Compacted Soil SECTION C—C INSTALLATON 1. Either excavate the pit or install the containment system. For prefabricated containers, locate, and install according to the manufacturer's recommendations. 2. Prepare a base free of rocks and other debris that may cause tears/punctures in the polyethylene lining. 3. Install the polyethylene lining. For excavated systems, extend lining over the entire excavation. For bermed systems, install lining over the pooling area with enough material to extend over the berm or containment system. Secure lining with pins, staples, or other fasteners. 4. Place flags, safety fencing, or equivalent for a barrier to construction equipment and other traffic. 5. Place a non —collapsing, non —water holding cover over the washout facility prior to a predicted rainfall event to prevent accumulation of water and possible overflow of the system (optional). 6. Install signage that identifies concrete washout areas and post signs directing contractors and suppliers to designated locations. 7. Where necessary, provide stable ingress and egress or alternative approach pad for concrete washout systems. MAINTENANCE 1. Inspect daily and after each storm event — Inspect the integrity of the overall structure and containment system where applicable. 2. Inspect the system for leaks, spills, and tracking of soil by equipment, and the polyethylene lining for failure, including tears and punctures. 3. Once concrete wastes harden, remove and dispose of the material. 4. Remove excess concrete when the washout system reaches 50 percent of the design capacity. Discontinue use until appropriate measures can be initiated to clean the structure. 5. Upon removal of the solids, inspect the structure. Repair as needed or construct a new system. 6. Dispose of all the concrete in a legal manner. Reuse the material on site, recycle, or haul the material to an approved landfill site. Recycling of material is encouraged. 7. Replace the plastic liner after every cleaning. 8. Repair or replace system as needed. 9. Concrete washout systems are designed to promote evaporation. If liquids do not evaporate and the system is near capacity, vacuum or remove liquids or utilize secondary containment. 10. Inspect construction activities on a regular basis to ensure suppliers, contractors, and others are utilizing designated washout areas. If concrete waste is being disposed of improperly, identify violators and take appropriate action. 11. When the concrete washout system is no longer required, it shall be closed. 12. Backfill, grade and stabilize all holes, depressions and other land disturbances associated with the system. CONCRETE WASHOUT STRUCTURE (Not To Scale) END \ SECTION Illlliil 111 18" MIN DEPTH PLACED BELOW INVERT SECTION A —A SECTION B—B (Not To Scale) 4 1� 12" T)Qical Swale —NOT TO SCALE— BASIN/POND B TTOM 12"_.F( 12' GEOTEXTILE III NON —WOVEN FABRIC FI LE ..JVEN FABRIC i OUTLET PROTECTION (Not To Scale) 1. ROCK SPILLWAY TO CONSIST OF 6" TO 8" DIA. STONE WITH 12" MIN. DEPTH. 2. THE STONE SHALL BE UNDERLINED WITH GEOTEXTILE FABRIC. 3. STONE TO EXTEND TO POND BOTTOM, AS SHOWN, OR 2 FEET BELOW WATER ELEV. n 6' MIN 4. STONE 'LACE, WHERE NOTED, IN ACCORDANCE WITH INDOT SPEC., SECT. 616) LJJ C 70 (1) (1)° a) 0, m = 0 0 - O O O j U O c Q 0 O O O Z 0 _ 0 m � � o Q 0 �ZCD�� �00V U N N 1 Q M Z O Q VCL -~Q >_ Z W = Z _ H Z Z QOV Z � Z W Q tW LU Q*O= � W 0 � 0 O J J U Uj Z CL OCL H J OZ C Q J CL W Z QO Z O H W � J CL Lu w w _ DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL: Xp►uuuuuigi PRy L S. �� ;No. PE19900163i _ STATE OF Q �mnnnna SIGNATURE: 7--­1 1 DATE 3-4-2024 SCALE: HORZ: AS SHOWN VERT: ACI JOB # 23-1875 SHEET NO. 20 of 22 DORMANT AND FROST SEEDING SPECIFICATIONS PERMANENT SEEDING SPECIFICATIONS MULCHING SPECIFICATIONS CONTRACTOR TO DETERMINE THE APPROPRIATE SEEDING METHOD BASED ON THE TIME OF YEAR. APPLICATION TABLE 1. MULCH SPECIFICATIONS PURPOSE Site Preparation 1. To provide early germination and soil stabilization in the spring. 1. Grade the site to achieve positive drainage. 2. To reduce sediment -laden stormwoter runoff from being transported to downstream areas. 2. Add topsoil or compost mulch to achieve needed depth for establishment of vegetation. (Compost material may be added to improve soil moisture J. To improve visual aesthetics of construction area. holding capacity, soil friability, and nutrient availability.) 4. To repair or enhance previous seeding. Seedbed Preparation MATERIALS REQUIRED 1. Test soil to determine pH and nutrient levels. 1 S ,4'/ t b d I f 7 b I t t' (f t'I' t ) 2. Apply soil amendments as recommended by the soil test and work into the upper two to four inches of soil. If testing is not done, apply 400 to MATERIAL (1) RATE/ACRE COMMENTS Straw or Hay 2 tons Should be dry, free of undesirable seeds. Spread by hand or machine. Must be crimped or anchored (See Table 2). Wood fiber 1 ton Apply with a hydraulic mulch machine and or cellulose (1) use with tacking agent. U f amen men s ase upon aria ysis o soi y a soi es mg service. er i izer, e c. 600 pounds per acre of 12-12-12 analysis fertilizer, or equivalent. 2. Seed (information follows) 3. Till the soil to obtain a uniform seedbed. Use a disk or rake, operated across the slope, to work the soil amendments into the upper two to four (1) Mulching is not recommended in concentrated flows. Consider erosion control blankets or 3. Mulch (straw, hay, wood fiber, etc.) for protection of seedbed, moisture retention and encouragement of plant growth. mulch must inches of the soil. other stabilization methods. be anchored to prevent dispersal by wind or water. may be covered with manufactured erosion control blankets. Seedina TABLE 2. MULCH ANCHORING SPECIFICATIONS All forms of mulch must be anchored. SEEDING SPECIFICATIONS Optimum seeding dates are March 1 to May 10 and August 10 to September 30. Permanent seeding done between May 10 and August 10 may Note that seeding done outside of the optimum seeding dates increases the chances of seeding failure. dates may be shortened or need to be irrigated. Seeding outside or beyond optimum seeding dates is still possible with the understanding that reseeding or overseeding may be extended depending on the location of the site within the State of Indiana. Mulch alone is an acceptable temporary cover and may be p 9 P P y Y required if adequate surface cover is not achieved. Reseeding or overseeding can be easily accomplished if the soil surface remains well protected used in lieu of temporary seeding, providing that it is appropriately anchored. perennial species may be used as a temporary cover, with mulch. especially if the area to be seeded will remain idle for more than one year (see permanent seeding). 1. Select a seeding mixture and rate from Table 1 Permanent Seeding Recommendations. Select seed mixture based on site conditions, soil pH, Temporary Dormant or Frost Seeding intended land use, and expected level of maintenance. Wheat or Rye: 150 pounds per acre/Spring Oats. 150 pounds per acre/Annual Rye Grass. 60 pounds per acre 2. Apply seed uniformly with a drill or cultipacker seeder or by broadcasting. Plant or cover the seed to a depth of one-fourth to one-half inch. If drilling or broadcasting the seed, ensure good seed -to -soil contact by firming the seedbed with a roller or cultipacker after completing seeding Permanent Dormant or Frost Seeding operations. (If seeding is done with a hydroseeder fertilizer and mulch can be applied with the seed in a slurry mixture.) OPEN LOW -MAINTENANCE AREAS (REMAINING IDLE MORE THAN 6 MONTHS: 3. Mulch all seeded areas and use appropriate methods to anchor the mulch in place. Consider using erosion control blankets on sloping areas and Perennial ryearass & white clover. ryegrass 75 pounds per acre + 3 pounds of clover per acre, optimum soil ph 5.6 to 7.0 conveyance channels. Perennial ryearass & tall fescue: ryegrass 45 pounds per acre + 45 pounds of fescue per acre, optimum soil ph 5.6 to 7.0 Tall fescue & white clover. fescue 75 pounds per acre + 3 pounds of white clover per acre, optimum soil ph 5.5 to 7.5 MAINTENANCE Kentuck bluegrass, smooth brome rass, switch rass, timothy, perennial r eaross. & white clover: bluegrass 30 pounds per acre +15 y g g g y p y g p p 1. Inspect within 24 hours of each rain event and at least once every seven calendar days until the vegetation is successfully established. pounds of bromegrass per acre + 5 pounds of switchgrass per acre + 6 pounds of timothy per acre + 15 pounds of ryegrass per 2. Characteristics of a successful stand include vigorous dark green or bluishgreen seedlings with a uniform vegetative cover density of 9090 or more. acre + 3 pounds of white clover per acre, optimum soil ph 5.5 to 7.5 3. Check for erosion or movement of mulch. 4. Repair damaged, bare, gullied, or sparsely vegetated areas and then fertilize, reseed, and apply and anchor mulch. ANCHORING METHOD HOW TO APPLY Mulch anchoring tool or Crimp or punch the straw or hay two to four inches into the soil. Operate farm disk (dull, serrated, machinery on the contour of the slope. and blades set straight) Cleating with dozer tracks Operate dozer up and down slope to prevent formation of rills by dozer cleats Wood hydromulch fibers Apply according to manufacturer's recommendations. Synthetic tockifiers, binders, Apply according to manufacturer's recommendations. or soil stabilizers Netting (synthetic or Install netting immediately after applying mulch. Anchor netting w/staples. Edges biodegradable material) of netting strips should overlap with each up -slope strip overlapping 4"-6" over the adjacent down -slope strip. Best suited to slope applications. installation details are site specific; follow manufacturer's recommendations. STEEP BANKS AND CUTS (LOW -MAINTENANCE AREAS. NOT MOWED): 5. If plant cover is sparse or patchy, evaluate the plant materials chosen, soil fertility, moisture condition, and mulch application; repair affected Smooth bromegrass & red clover. brome 50 pounds per acre + 30 pounds of red clover per acre, optimum soil ph 5.5 to 7.0 areas either by overseeding or preparing a new seedbed and reseeding. Apply and anchor mulch on the newly seeded areas. MULCH APPLICATION Tall fescue & white clover. fescue 75 pounds per acre + 30 pounds of white clover per acre, optimum soil ph 5.5 to 7.5 6. If vegetation fails to grow, consider soil testing to determine soil pH or nutrient deficiency problems. (Contact your soil and water conservation 1. Coverage: Mulch should have a uniform density of at least 75 percent over the soil surface. Tall fescue & red clover. fescue 75 pounds per acre + 30 pounds of red clover per acre, optimum soil ph 5.5 to 7.5 district or cooperative extension office for assistance.) 2. Apply mulch at the recommended rate shown in Table 1. Orchard grass, red clover & white clover. orchard grass 45 pounds per acre + 30 pounds of red clover per acre + 3 pounds of white 7. If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations. 3. Spread the mulch material uniformly by hand, hayfork, mulch blower, or hydraulic mulch machine. clover per acre, optimum soil ph 5.6 to 7.0 8. Add fertilizer the following growing season. Fertilize according to soil test recommendations. After spreading, no more than 25 percent of the ground should be visible. 9. Fertilize turf areas annually. Apply fertilizer in a split application. For cool -season grasses, apply one-half of the fertilizer in late spring and 4. Anchor straw or hay mulch immediately after application. The mulch can be anchored using one of the LAWNS AND HIGH -MAINTENANCE AREAS: one-half in early fall. For warm -season grasses, apply one-third in early spring, one-third in late spring, and the remaining one-third in middle methods listed below: Bluegrass: bluegrass 210 pounds per acre, optimum ph 5.5 to 7.0 summer. a. Crimp with a mulch anchoring tool, a weighted farm disk with dull serrated blades set straight, Perennial ryearass & bluegrass: 90 pounds of ryegrass per acre & 135 pounds of bluegrass per acre, optimum ph 5.6 to 7.0 or track cleats of a bulldozer, Tall fescue (turf type) & bluegrass: fescue 250 pounds per acre + 45 pounds of bluegrass per acre, optimum soil ph 5.6 to 7.5 These tables provide seed mixture options. Additional seed mixtures are available commercially. When selecting a mixture, consider intended land use b. Apply hydraulic mulch with short cellulose fibers, and site conditions, including soil properties (e.g., soil pH and drainage), slope aspect, and the tolerance of each species to shade and drought. c. Apply a liquid tockifier, or CHANNELS AND AREAS OF CONCENTRATED FLOW. • d. Cover with netting secured by staples. Perennial ryearass & white clover. ryegrass 225 pounds per acre + 3 pounds of white clover per acre, optimum soil ph 5.5 to 7.0 OPEN LOW -MAINTENANCE AREAS MULCH MAINTENANCE (REMAINING IDLE FOR MORE THAN 6 MONTHS) LAWNS AND HIGH -MAINTENANCE AREAS 1. Inspect within 24 hours of each rain event and at least once a week. Kentucky bluegrass, smooth bromegrass, switcharass, timothy, perennial ryearass. & white clover: bluegrass 30 pounds per acre + 15 pounds of bromegrass per acre + 5 pounds of switchgrass per acre + 6 pounds of timothy per acre + 15 pounds of ryegrass per acre + 3 pounds of white clover per acre, optimum soil ph 5.5 to 7.5 Tall fescue & white clover: fescue 225 pounds per acre + 3 pounds of clover per acre, optimum soil ph 5.5 to 7.5 Tall fescue, perennial rye grass. & Kentucky bluegrass: fescue 225 pounds per acre + 30 pounds of ryegrass per acre + 30 pounds of bluegrass per acre, optimum soil ph 5.5 to 7.5 FOR BEST RESULTS: 1. Legume seed should be inoculated. 2. Seeding mixtures containing legumes should be spring -seeded, grass may be fall -seeded and the legume frost seeded 2. Check for erosion or movement of mulch; repair damaged areas, reseed, apply new mulch & anchor mulch in place. 3. Continue inspections until vegetation is firmly established. 4. If erosion is severe or recurring, use erosion control blankets to protect the area. COMPOST MULCHING Compost Specifications 1. Feedstocks may include but are not limited to well -composted vegetable matter, leaves, yard trimmings, food scraps, composted manures, paper fiber, wood bark, Class A biosolids (as defined in Title 40 of the Code of Federal Regulations at 40 CFR Part 503), or any combination thereof. 2. Compost shall be produced using an aerobic composting process meeting 40 CFR Part 503 regulations, including time and temperature data indicating effective weed seed, pathogen, and insect larvae kill. J. If legumes are fall -seeded, do so In early fall J. Compost shall be well decomposed, stable, and weed free. 4. If using mixtures other than those listed above, increase seeding rates by 50Z over the conventional seeding rates. CHANNELS AND AREAS OF CONCENTRATED FLOWS 4. Refuse free (less than one percent by weight). STEEP BANKS AND CUTS, APPLICATION LOW -MAINTENANCE AREAS (NOT MOWED) Site Preparation: 1. Grade the site to achieve positive drainage. 2. Add topsoil to achieve needed depth for establishment of vegetation. Dormant Seedina: 1. Test soil to determine ph and nutrient levels. 2. Broadcast soil amendments as recommended by soil test and work into the upper 2 to 4 inches of soil. If testing is not done, apply 200 to 300 pounds per acre of 12-12-12 analysis fertilizer, or equivalent. 3. Apply anchored mulch immediately after completion of grading and addition of soil amendments. 4. Select appropriate seed species (see seed specifications above). Broadcast the seed on top of the mulch and/or into existing ground cover at rates shown. Areas are to be seeded when soil temperatures are below 50 degrees but the soil is not frozen. Frost Seedina: 1. Test soil to determine pH and nutrient levels. 2. Broadcast soil amendments as recommended by a soil test and work into the upper 2 to 4 inches of soil before it freezes. If testing was not done, apply 200 to 300 pounds per acre of 12-12-12 analysis fertilizer, or equivalent. 3. Select appropriate seed species or mixture (see seed specifications above). Broadcast the seed on the seedbed when the soil is frozen. do not work the seed into the soil. SEED MIXTURES RATE/ACRE OPTIMUM SOIL PH PURE LIVE SEED 1. Perennial ryegrass 70 lbs. 5.6 to 7.0 - white clover (1) 2 lbs. 2. Perennial ryegrass 70 lbs. 5.6 to 7.0 - tall fescue (2) 50 lbs. 3. Tall fescue (2) 70 lbs. 5.5 to 7.5 - white clover (1) 2 lbs. SEED MIXTURES RATE/ACRE OPTIMUM SOIL PH 1. Smooth brome grass 35 lbs. 5.5 to 7.0 - red clover (1) 20 lbs. 2. Tall fescue (2) 50 lbs. 5.5 to 7.5 - white clover (1) 2 lbs. 3. Tall fescue (2) 50 lbs. 5.5 to 7.5 - red clover (1) 20 lbs. 4. Orchard grass 30 lbs. 5.6 TO 7.0 - red clover (1) 20 lbs. - white clover (1) 2 lbs. 5. Crownvetch (1) 12 lbs. 5.6 to 7.0 - tall fescue (2) 30 lbs. SEED MIXTURES RATE/ACRE OPTIMUM SOIL PH PURE LI VE SEED 1. Bluegrass 140 lbs. 5.5 to 7.0 2. Perennial ryegrass 60 lbs. 5.6 to 7.0 (turf type) 90 lbs. 3. Tall fescue, turf type (2) 170 lbs. 5.6 to 7.5 -bluegrass 30 lbs. SEED MIXTURES RATE/ACRE OPTIMUM SOIL PH 1. Perennial ryegrass 150 lbs. 5.5 to 7.0 - white (1) 2 lbs. 2. Kentucky bluegrass 20 lbs. - smooth bromegrass 10 lbs. 5.5 to 7.5 - switchgrass 3 lbs. - timothy 4 lbs. - perennial ryegrass 10 lbs. - white clover 2 lbs. 3. Tall fescue (1) 150 lbs. 5.5 to 7.5 - white clover 2 lbs. 4. Tall fescue (2) 150 lbs. - perennial ryegrass 20 lbs. 5.5 to 7.5 - Kentucky bluegrass (1) 20 lbs. 5. Free of any contaminants and materials toxic to plant growth. 6. Inert materials not to exceed one percent by dry weight pH of 5.5 to 8.0. 7. Carbon -nitrogen ratio not to exceed 100. 8. Moisture content not to exceed 45 percent by dry weight. 9. Variable particle size with maximum dimensions of 3" in length, J" in width and J" inch in depth. 10.Compost particle size: 10OZ passing 2" sieve; 99Z passing 1" sieve; 90Z passing 3/4" sieve; 25Z possin > 1/4" sieve. Bonding Adents (ptionol) Tockifiers, flocculants, or microbial additives may be used to remove sediment and/or additional pollutants from storm water runoff. (All additives combined with compost materials should be tested for physical results at a certified erosion and sediment control laboratory and biologically tested for elevated beneficial microorganisms at a United States Compost Council, Seal of Testing Assurance, approved testing laboratory.) Soil Material (ptionol): 5Z-10Z sandy loam (as classified by the U.S. Department of Agriculture soil classification system). Cover Density: 90% or greater over the soil surface. Anchoring Method: Moisten compost/mulch blanket for min. 60 days. Erosion control netting (optional). TAM C 7 f'%n1Jr)nL-0r M AAII/CT TL1if'%WAIC'CC MAIN IUVA1VUL 1. Inspect at least once every seven calendar days. 12.. SLOPE THICKNESS OF COMPOST BLANKET THICKNESS OF COMPOST BLANKET WITH EROSION CONTROL NETTING < 25Z < 4:1 1 to 2 inches Not Applicable Check for erosion or movement of mulch. (1) For best results: (a) legume seed should be inoculated, (b) seeding mixtures containing legumes should preferably be spring -seeded, grass may be fall -seeded and 3. Check for inadequate cover (less than 80 percent density over the soil surface); reseed and mulch in mid to late April if the legume frost -seeded (see Dormant Seeding and Frost Seeding on page 41); and (c) if legumes are fall -seeded, do so in early fall. 25Z to 50Z 4:1 to 2:1 1 to 2 inches 2 inches necessary. For best results, reseed within the recommended dates shown under temporary and permanent seeding). > 50Z > 2:1 2 to 3 inches 3 inches L_ 1�...'� 1- � _L ....'I JI.'L_ TV. I.�J'-..��. 11 �.--..1.-�.�1 _1 AI-.1. ..��.1 !)���...���� .. � 1L- .�--J Lam.. �.JJ.'1.'�.--.1 4. Apply 200 to 300 pounds per acre of 12-12-12 analysis fertilizer, or equivalent, between April 15 and May 10 or during periods of kz) lull luzoutIC IJIUVIumi 11(clu GUVC/ lul, Ullu Illuy UV WAIL; lU JiOMV JIJCGICD Ul WIIUIIIC. IIIC Illulullu UuPurl111C111 UI IVUIUrUI nCJVUrGCD rccuylnL=o (flu IICCu lul UUulllullul vigorous growth. research on alternatives such as buffologross, orchardgross, smooth bromegrass, and switchgrass. This research, in conjunction with demonstration areas, should COMPOST BLANKET APPLICATION 5. Fertilize turf areas annually. Apply fertilizer in a split application. For cool -season grasses, apply 1/2 in late Spring and 1/2 in focus on erosion control characteristics, wildlife toxicity, turf durability, and drought resistance. 1. Remove existing vegetation, large soil clods, rocks, stumps, large roots, and debris in areas where early Fall. For warm -season grasses, Apply J in early Spring, J in late Spring, & the remaining J in middle Summer. NOTES: compost mulch is to be applied and dispose of in designated areas. Note. Required density of vegetative cover = 80 percent or greater over the soil surface. 1. An oat or wheat companion or nurse crop may be used with any of the above permanent seeding mixtures, at the following rates: 2. Scarify sloping areas. 3. Aerate areas to be covered with compost/mulch blanket. (Proper aeration will require a minimum of two a. spring oats - one-fourth to three -fourths bushel per acre b. wheat - no more than one-half bushel per acre oriented in opposite directions.) 2. A high potential for fertilizer, seed, and mulch to wash exists on steep banks, cuts, and in channels and areas of concentrated flow. passes 4. Broadcast a minimum of one pound of nitrogen (N), one-half pound of phosphorous (P205), and one-half pound of potash (K20) per 1,000 square feet or 300 to 400 pounds per acre of 12-12-12 TEMPORARY SEEDING SPECIFICATIONS analysis fertilizer, or equivalent, per acre. TEMPORARY SEEDING SPECIFICATIONS TABLE APPLICATION 5. Apply compost mulch blanket with a pneumatic blower or per manufacturer's directions. Seedbed Pre oration 6 Apply within three days of completing aeration operations SEED SPECIES (1) RATE/ACRE PLANTING DEPTH OPTIMUM DATES (2) Wheat or Rye 150 lbs. 1 to 1-112 inches Sept. 15 - Oct. 30 Spring Oats 100 lbs. 1 inch March 1 - April 15 Annual Ryegross 40 lbs. 1-114 inch March 1 Aug. 1 - - May 1 Sept. 1 German Millet 40 lbs. 1 to 2 inches May 1 - June 1 Sudongross 35 lbs. 1 to 2 inches May 1 - July 30 Buckwheat 60 lbs. 1 to 2 inches April 15 - June 1 Corn (broadcast) 300 lbs. 1 to 2 inches May 11 - Aug. 10 Sorghum 35 lbs. 1 to 2 inches May 1 - July 15 (1) Perennial species may be used as a 1. Test soil determine pH and nutrient levels. 7. Overlap top of slope shoulder by five to ten feet. temporary cover, especially i the to be idle 2. Apply soil amendments as recommended b the soil test. If testing is not done, apply 400 to 600 pounds per acre of 12-12-12 analysis pp y y g pp y p p � 8. Seed may be applied at time of installation. Seed must be evenly blended y pp ( y into the compost if applied p pp area seeded will remain for more than one (See fertilizer, or equivalent. with a pneumatic blower or applied with a calibrated seeder attachment prior to installation of the year Permanent Seeding). 3. Work the soil amendments into the upper 2-4 inches of the soil with a disk or rake operated across the slope. compost blanket.) 9. Water compost mulch blanket for a period of 60 days following application. (On steeper slopes, it may (2) Seeding done outside the optimum Se ding 1. Select a seed species or an appropriate seed mixture and application rate from Specifications Table. 10. be necessary to install erosion control netting over the compost blanket. y g p ) Mist blanket for first seven days and then every three days throughout the remainder of the 60-day seeding dates increases the chances 2. Apply seed uniform) with a drill or culti ocker seeder or broadcastin plant or cover seed to the depth shown in Specifications Table. pp y y p y g' p p p period. of seedingfailure. Dates may be Y 3. Notes: extended or shortened based on the a. If drilling or broadcasting the seed, ensure good seed -to -soil contact by firming the seedbed with a roller or cultipacker after completing 11. 60 to Maintain a constant moisture content of 40 percent percent. p p location of the project site within seeding operations. daily seeding when the soil is moist is usually most effective. COMPOST BLANKET MAINTENANCE the state. b. If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the seed in a slurry mixture. 4. Apply mulch (see mulching and compost mulching requirements below) and anchor it in place. 1. Inspect within 24 hours of a rain event and at least once a week. NOTE. Mulch alone is an acceptable 2. Repair eroded areas. Reseed, if applicable. temporary cover and may be used in lieu of MAINTENANCE 3. Monitor vegetation and apply appropriate soil amendments (if needed) per a soil test. temporary seeding, provided that it is appropriately anchored. A high potential for 1. Inspect within 24 hours of each rain event and at least once every seven calendar days. fertilizer, seed, and mulch to wash exists on 2. Check for erosion or movement of mulch and repair immediately. steep banks, cuts, and in channels and 3. Monitor for erosion damage and adequate cover (80 percent density); reseed, fertilize, and apply mulch where necessary. areas of concentrated flow. 4. If nitrogen deficiency is apparent, top -dress fall seeded wheat or rye seeding with 50 pounds per acre of nitrogen in February or March. M Z O H V LU J LU H H ,Q V 0 J i Z O H J O CL W W a C� C O H F_ w � o mlo E It �Z-,-,2 7C)oOV U °'mom C) N N ou)u)-0 r�vn�- a CL >_ =z Z =D 3:O OV H = Z W Q t/� �O ,LU • V H Z Q J CL Z O Z W LU CL DRAWN BY: DEF DESIGNED BY: RAD PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL Q Z a Z Z W Ica H O H ;No. PE19900163's _ -13 STATE OF 0. %�/ONAL ;mnnnna SIGNATURE: DATE: 61 3-4-2024 SCALE: HORZ: VERT: ACI JOB # 23-1875 SHEET NO. 21 of 22 ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (SECTION A) ASSESSMENT OF STORM WATER POLLUTION PREVENTION CONSTRUCTION COMPONENT (SECTION 8) PROJECT GENERAL CONSTRUCTION SCHEDULE Al PLAN INDEX SHOWING LOCATIONS OF REQUIRED ITEMS. This Sheet. 81 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES The primary pollutant associated with construction activities is sediment. Additional pollutants may be generated by construction vehicle operation and maintenance (e.g. fueling, 1. Contractor to schedule a Pre -Construction Meeting with the St. Joseph County Engineering Department prior to A2 VICINITY MAP. See Cover Sheet. changing hydraulic fluids and oils); improper disposal of construction trash and debris; improper application or over application of fertilizers and pesticides; sanitary chemicals any land disturbance activities. and waste from portable toilets, and improper storage, application, and disposal of soluble materials or other materials that may be mobilized by storm water runoff. Equipment 2. Contractor shall submit a Construction Stormwater General Permit CSGP to IDEM and receive approval. ( ) pp A3 NARRATIVE DESCRIBING PROJECT NATURE AND PURPOSE and fuel shall be stored in a centralized location and the Contractor shall institute methods and procedures to prevent discharge of pollutants. All fuel tanks and similar Contractor shall notify IDEM and the St. Joseph County at least 48 hours in advance of commencing with The project is an additional Section of a subdivision that includes the construction of products must be secondarily contained. construction activities. HMA pavement and concrete curb, underground utilities including storm sewer, sanitary sewer and water main. B2 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS 3. Install temporary construction entrance as shown. See Sheet 18 for the location and Sheet 19 for a detail & specifications. The Contractor is not permitted to track sediment onto any public streets at anytime during A4 LONGITUDE &LATITUDE construction. All tracking to be removed as it occurs. 4. Install silt fencing as shown on SWPPP site plan and inlet baskets/inserts at existing storm inlets with open Latitude: 41 ° 44' 34" N; Longitude: 86° 18' 58" W grates. B3 SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION A5 LEGAL DESCRIPTION OF THE PROJECT SITE See Project General Construction Schedule, this sheet. 5. Dust shall be kept to a minimum by utilizing water sprinkling, calcium chloride, vegetative cover, spray on A part of Section 17-T38N-R2E, German Township, St. Joseph County, IN. Vegetated areas will be seeded with secured mulch. Slopes 4:1 and greater will be secured with erosion control blankets if they fail to stabilize with seed and mulch. See adhesives, or other approved methods. Sheet 18 for locations and Sheet 18 and 21 for details & specifications. Silt fence is proposed where runoff could flow offsite. See Sheet 18 for locations and Sheet 20 for A6 1107 PLAT- Sheets 3-7. details & specifications. Fencing to remain in place and maintained until site is stabilized. 6. Staging, concrete washout area, material storage, and topsoil stockpile areas shall be located as shown on the SWPPP site plan. If any final locations are different than where identified on the SWPPP plan, new locations B4 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS shall be noted on the site plan. Each area shall be properly protected and delineated prior to construction. A7 100 YEAR FLOODPLAINS FLOODWAYS, AND FLOODWAY FRINGES Concentrated flow will occur at the inlets. See Sheet 18 for location of inlet protection and Sheet 19 for details and specifications. If any of these changes are made to the SWPPP or onsite measures are made, an updated SWPPP must be N/A; Zone X (Area of Minimal Flooding) per FEMA Panel 18141CO177D (11612011). B5 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS submitted to the City for review and approval. Vegetated areas will be seeded with secured mulch. See Item B3. 7. The Construction Stormwater General Permit, SWPPP, and who to contact regarding the SWPPP shall be posted A8 ADJACENT LAND USE, INCLUDING UPSTREAM WATERSHED at the job site as shown on the SWPPP Site Plan. B6 RUNOFF CONTROL MEASURES NORTH - Residen tial ricul tural /g A The project does not incorporate any diversions, rock check dams, slope drains or related items. 8. Contact Indiana Underground Plant Protection Systems, Inc. (INDIANA 811) for underground utility locations. SOUTH - Residential/Agricultural (1-800-382-5544). EAST - Agricultural B7 STORM SEWER OUTLET PROTECTION LOCATION AND SPECIFICATIONS Storm water discharges offsite to the subdivision detention basin; which is part of the roadway construction project. See the subdivision construction plans for the end 9. Strip and stockpile any existing topsoil onsite at a location determined by the Developer/Owner. WEST - Residential/Agricultural sections and riprop aprons installed for outlet protection. 10. No dewatering is expected. If dewatering is required, contact the Engineer and a dewatering plan will be B8 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS determined and submitted for review and approval. A9 IDENTIFICATION OF A U.S EPA APPROVED OR ESTABLISHED TMDL: The project does not incorporate any rock chutes, toe walls, drop structures or related items. TMDL: St. Joseph River (Lake Michigan) Watershed 11. Excavate swole and stabilize slope with seeding and secured mulch. If seed and mulch fail to stabilize slope, Pollutants: E. coli B9 DEWATERING APPLICATIONS AND MANAGEMENT METHODS install erosion control blankets as specified. No dewatering is expected. If dewatering is required, contact the Engineer and a dewatering plan will be determined and submitted for review and approval. "General 12. Complete remaining earthwork operations for the site and refer to the SWPPP drawings for Seeding and A10 RECEIVING WATERS B10 MEASURES UTILIZED FOR WORK WITHIN WATERBODIES Surface Stabilization Procedures" for temporary seeding guidelines. Install erosion control blankets as specified. The site will drain to on interior retention basin located in the northwest corner of the N/A 13. Repair any silt fencing if damaged. If silt is 1/3 height of fabric, remove silt and replace/repair fencing as site. The ultimate receiving water for the area is the St. Joseph River. Bll MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE: See Sheets 19-21. necessary. All IDENTIFY DISCHARGES TO A WATER ON THE CURRENT 303D) LIST B12 PLANNED CONSTRUCTION SEQUENCE: See Project General Construction Schedule, this sheet. 14. Immediately after final grading, apply surface stabilization practices on all graded areas, using permanent "General measures in accordance with the SWPPP drawings for Seeding and Surface Stabilization Procedures". No direct discharge to the St. Joseph River. However, if weather delays permanent stabilization, temporary seeding and/or mulching may be necessary as a Pollutants for which it is impaired: E. coli, Pcb B13 PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS. N/A provisional measure. Also stabilize using temporary seeding/mulching or other suitable means any disturbed area where active construction will or has not taken place for 15 working days. Al2 SOILS MAP INCLUDING DESCRIPTIONS AND LIMITATIONS. This sheet. B14 MATERIAL HANDLING, SPILL PREVENTION AND SPILL RESPONSE 15. After construction and final grading are completed, install landscaping, and apply permanent stabilization Construction materials that may be located onsite include vehicle lubricants, oils, vehicular fuels, concrete wash -out, acids, curing compounds, paints, mulch, pesticides, techniques on all disturbed areas. Also remove temporary runoff control structures and any unstable sediment A13 IDENTIFICATION OF ADJACENT WETLANDS. LAKES AND WATER COURSES: None herbicides, fertilizer, and trash. Any toxic waste materials are to be properly disposed of in on approved manor in accordance with local, state, and federal laws. These materials should be stored in a manner that prevents or minimizes the chance that a spill will reach soils, groundwater or surface water. Contractor shall have absorption spill around them, and stabilize those areas with permanent seeding and erosion control blankets as necessary. p g Y clean-up materials and spill kits available in the storage areas at all times and utilize secondary containment by means of installing on impermeable berm around the 16. Maintain all erosion control devices until all disturbed areas are permanently stabilized. A14 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS construction site refueling and maintenance areas, and oil and chemical drums storage areas to prevent stormwater run-on, runoff, and to contain spills. Contractor shall select and designate on area onsite for these areas and utilize drip pans or absorbent pads during vehicle and equipment maintenance work. Contractor shall inspect these 17. Notice of Termination (N.O.T.) of "CSGP" shall be submitted to IDEM when construction is completed and None anticipated areas daily when in use, and weekly when not in use. Materials stored inside shall be placed in a manner to prevent a spill from migrating outside the confines of the building vegetative cover has reached greater than 70% for the project. or into any drain leaving the building and discharging to soils, groundwater or surface water. A15 IDENTIFICATION AND DELINEATION OF EXISTING VEGETATIVE COVER. Grass, brush and woodlands. See Sheets 3 and 4. If a spill does occur, then the spill must be contained immediately utilizing appropriate response techniques including diking and absorbents. Clean up of the spill should occur as soon as possible once the spill is stabilized and contained. Spills shall be cleaned up using acceptable methods such as, absorbents on impervious surfaces or removal of contaminated soils. In all cases cleanup standards must adhere to local, state and federal requirements. Failure to clean up any spill is a violation of the Indiana State Spill SOILS CLASSIFICATION A16 EXISTING SITE TOPOGRAPHY.• See Sheet 18 for existing contours. Rule (327 IAC 2-6.1), which is enforced by the Indiana Department of Environmental Management (IDEM). Certain spills must be reported to the local response agency, Local Emergency Planning Committee and/or IDEM. Initial calls should be made to the 911 system if the spill exceeds reportable quantities or is a threat to public safety. The 911 5 �- ' A17 LOCATIONS WHERE RUNOFF ENTERS THE PROJECT SITE system will typically notify the City of South Bend Fire Department. IDEM (1-888-233-7745) or the National Response Center (1-800-424-8802) can typically assist with SOILS INFORMATION IS DEFINED AND SCALED FROM THE UNITED STATES DEPT. OF AGRICULTURE NRCS WEB SOIL SURVEY. information on clean up operations or clean up Contractors. The following information will likely need to be provided: time of spill, location of spill, material, source of spill, See Sheet 18. approximate volume and length of spillage, weather conditions at time of spill, personnel present at time of spill, and all action taken for post spill cleanup. «w.s,� CrrA - Coupee silt loam, 0 to 1 percent slopes, ® A18 LOCATIONS WHERE RUNOFF DISCHARGES FROM THE SITE PRIOR TO CONSTRUCTION Small spills and leaks of these materials onto non -paved areas shall be shoveled into containers or dumpsters and be properly disposed of in an approved manor in NTS Soil is well drained, having a depth to water table of more than 80 inches. The the limiting layer to transmit is high to high (0.60 to None. accordance with local and state laws. All spills that occur near on inlet to the stormwater conveyance system must have "curbing" implemented immediately. "Curbing" is the P y y 9 P Y 9 m capacity of most water moderately 2.00 in/hr) use of a barrier (absorbent material) which prevents the spill from making contact with the stormwater conveyance system or stormwater runoff. Contractor shall contact a Waste Recovery Agency immediately for removal of contaminates and coordination of monitoring the site during cleanup until all the hazardous material has been m Soil Typical Profile A19 LOCATIONS OF ALL EXISTING STRUCTURES ON THE PROJECT SITE removed. Contractor shall cooperate with IDEM and St. Joseph Count during and after the spill to insure all required cleanup and filing reports are properly submitted. P P y g P q P g p P P y 0 to 21 inches: Silt loam 21 to 33 inches: Clay Loam See Sheet 18 for existing conditions. � 33 to 52 inches: Stratified loamy sand to sand to coarse sand The Developer/Owner shall be continually informed of any contamination concerns occurring on the site. The Construction Manager shall keep a list onsite of qualified 52 to 98 inches: Very channery coarse Sand Contractors for spill remediation. A spill prevention and control plan should be developed and utilized prior to any emergency. All site personnel, including maintenance A20 EXISTING PERMANENT STORMWATER MANAGEMENT FACILITIES employees, shall be made aware of this plan and proper spill prevention and remediation techniques. All materials used to absorb spills shall be properly disposed of in q TmpB -Tracy sandy loam, 2 to 6 percent slopes There is an existing stormwater basin on the south side of the property. an approved manor in accordance with local and state laws. Do not flush spill materials with water unless directed to do so by a governing agency. It is important Soil is well drained having a depth to water table of more than 80 inches. The that all manufacturers instructions be followed when using or applying all fertilizers, herbicides, and pesticides. Y CrrA capacity of the most limiting layer to transmit water is moderately low to mod high (0.01 to 1.42 in/hr). A21 LOCATIONS WHERE STORMWATER MAY DIRECTLY DISCHARGE INTO GROUND WATER Stormwater may direct) discharge into groundwater in the existing detention basin. y y g g g B15 MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY Soil Typical Profile 0 to 9 inches: Sandy Loam Appropriate measures must be implemented to manage wastes and unused building materials including, but not limited to, garbage, debris, cleaning wastes, wastewater, �- 9 to 26 inches: Sandy Loam A22 PROJECT ACREAGE concrete or cementious washout water, mortar/masonry products, soil stabilizers, lime stabilization materials, and other substances. Wastes and unused building 26 to 60 inches: Sandy Loam materials must be managed and disposed of in accordance with applicable statutes and regulations. Proper storage and handling of materials, such as fuels and 60 to 80 inches: Str sand to channery sand to gravelly sand to loamy sand Project Area & Disturbed Area: 25.51 Acres hazardous wastes, and spill prevention and clean-up measures must be implemented. -a: 7mpC2 - Tracy sandy loam, 6 to 12 percent slopes, moderately eroded A23 EXPECTED ACREAGE OF LAND DISTURBANCE The concrete washout area is located on Sheet 18. Details and specifications are on Sheet 20. The concrete washout area must have a clearly posted sign. SOURCE. USDA WEB SOIL SURVEY Soil is well drained having a depth to water table of more than 80 inches. The capacity of the most limiting layer to transmit water is moderately low to mod high (0.01 Project Area & Disturbed Area: 25.51 Acres Brick Road to 1.42 in/hr). ASSESSMENT OF STORM WATER POLLUTION PREVENTION POST CONSTRUCTION COMPONENT (SECTION C) See Sheet 18 for anticipated boundary of disturbed area. Soil Typical Profile 0 to 5 inches: Sandy Loam A24 PROPOSED FINAL TOPOGRAPHY See Sheets 8 for proposed grading. Cl DESCRIPTION OF POTENTIAL POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE 5 to 22 inches: Sandy Loam 22 to 56 inches: Sandy Loam Expected pollutants are sediment from erosion and wearing of paved surfaces, nutrients from lawn fertilizers, oil and grease from vehicles, trace metals from vehicles, and P P 9 P 9 56 to 80 inches: Str sand to channery sand to gravelly sand to loamy sand chemicals from pesticide applications and vehicles. A25 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: See Sheet 18 TnwA - Troxel Silt loam, 0 to 1 percent slopes C2 DESCRIPTION OF PROPOSED POST CONSTRUCTION STORM WATER QUALITY MEASURES Soil is well drained having a depth to water table of more than 80 inches. The A26 LOCATIONS SIZES AND DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEMS Proposed post construction storm water quality measures for this site include maintaining the established vegetative ground cover for reducing sheet flow velocity and for aiding capacity of the most limiting layer to transmit water is moderate) high to high (0.60 to p y g y y 9 g ( infiltration to control the transfer of pollutants. These vegetated areas must be maintained. They shall be monitored regularly and repaired and cleaned as outlined in the 2.00 in/hr). See Sheet 8 for grading. See Sheet 8 for storm sewer. attached "Post Construction Maintenance Guidelines" also included on Sheet 8. All storm water infrastructure shall be maintained according to manufacturing recommendations and must comply with the St. Joseph County ordinances. If any additional impervious areas or storm water measures including basins, swales or storm sewers are proposed to be Soil Twical Profile A27 LOCATIONS WHERE STORMWATER & NON-STORMWATER LEAVES SITE. See Sheet 18 added to the site that have not been included in this Ian set, the Owner shall prepare additional construction and storm water pollution prevention plans as required b local p p p p p p q y 0 to 50 inches: Silt Loam 50 to 70 inches: Clay Loam and state regulations for submittal and approval by the St. Joseph County prior to commencing construction. 70 to 91 inches: Sandy Loam A28 LOCATIONS OF SITE IMPROVEMENTS. See Sheets 8-15 C3 PLAN DETAILS OF EACH STORM WATER QUALITY MEASURE. Post construction storm water measures for this specific project include maintaining the vegetative cover as outlined in the attached "Post Construction Maintenance Guidelines" also included on Sheet 8. No details are required for this maintenance. If repair of the ground cover is required, A29 LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW AND/OR DISPOSAL AREAS refer to the seeding and mulching specifications in this plan set to re-establish the ground cover. All storm water infrastructure shall be maintained according to manufacturing recommendations and must comply with the St. Joseph County ordinances. If any additional impervious areas or storm water measures including basins, swales or storm sewers See Sheet 18. Plan shows stockpile locations. The referenced stockpile detail shows are proposed to be added to the site that have not been included in this plan set, the Owner shall prepare additional construction and storm water pollution prevention plans as silt fence around the stockpiles. required by local and state regulations and drainage calculations in accordance with the St. Joseph County Ordinance for submittal and approval by St. Joseph County prior to commencing construction. A30 CONSTRUCTION SUPPORT ACTIVITIES: See Sheet 18. C4 SEQUENCE DESCRIBING STORM WATER QUALITY MEASURE IMPLEMENTATION Following construction, all erosion control measures shall be inspected and maintained until all permanent measures and vegetation have been established and construction, A31 LOCATIONS OF PLANNED IN -STREAM ACTIVITIES. N/A including landscaping, is complete. Individual erosion control measures may be removed, following permanent inlet protection, seeding, and after sufficient vegetation has been established in on area to prevent silt and soil erosion into the storm sewer system. C5 MAINTENANCE GUIDELINES FOR PROPOSED POST CONSTRUCTION STORM WATER QUALITY MEASURES See the attached "Post Construction Maintenance Guidelines" also included on Sheet a C6 ENTITY RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE POST CONSTRUCTION STORMWATER MEASURES Inspection and maintenance of all common areas, landscape areas, and infrastructure on the property is the responsibility of the developer/property owner. GENERAL CONSTRUCTION ACTIVITY SCHEDULE Construction Activity Month 1-3 Month 4 Month 5 Month 6 1 Temporary Construction Entrance 2 Silt Fence Installed 3 Clearing and Stripping Activities 4 Rough Grading & Stockpile / Contain Topsoil 5 Inlet / Swale Protection + Temporary Seeding 6 Final Grading 7 Permanent Erosion Control Measures 8 Erosion / Sediment Maintenance U w O IL LZ F_ LU w LU Z O H U LU a W H ,Q V O J J i Z O H J J O CL W a C� C O H 7C) O > mlo It o a�Z�v2 �00V U (D m om Cl! N t= Z Z 3:O OU H = Z W Q t/� �O ,LU • V H r- Z Q J CL Z O Z LU LU CL DRAWN BY: DEF DESIGNED BY: RAID PM REVIEW: SDR QA/QC REVIEW: DATE: 2-21-2024 SEAL a Z a Z W Ica H O H \\\\y S. 11///j/Z�'''' \STER.�O , :No. PE19900163i _ ° STATE OF /mnnnna SIGNATURE: DATE: 3-4-2024 SCALE: HORZ: AS SHOWN VERT: ACI JOB # 23-1875 SHEET NO. 22 of 22 CITY ENGINEER'S REPORT Section 3 Phase 1 June 10, 2024 This Major Secondary Subdivision, Willowgate Trails, Section Three Phase 1, will require the following improvementE ITEM # DESCRIPTION QUANTITY UNIT PRICE TOTAL 1 8" Sanitary Sewer 1438 LIN.FT. $40.00 $57,520 2 Sanitary Manholes 7 EACH $4,500.00 $31,500 3 Sanitary Laterals 37 EACH $1,200.00 $44,400 4 Connection to Exisiting 1 EACH $1,000.00 $1,000 5 Fire Hydrant 7 EACH $5,000.00 $35,000 6 8" Water Main 1920 UNIT. $85.00 $163,200 7 Water Services 37 EACH $1,800.00 $66,600 8 8" Water Valve 8 EACH $2,500.00 $20,000 TOTAL $419,220.00 The required improvements have been satisfactorily completed, a three year maintenance bond has been received. X The required improvements have not been completed, but a Letter of Credit has been filed in the following amount for the required improvements. ITEM # DESCRIPTION QUANTITY UNIT PRICE TOTAL As Above As Above As Above As Above As Above $419,220.00 Comments: Section 3 Phase 1 includes 37 Lots City Engineer Date SUBDIVISION BOND Principal Amount: $524,025.00 KNOW ALL MEN BY THESE PRESENTS, that we Green Development Ventures LLC 2186 E. Centre Street. Portage, MI 49002 as Principal, and Lexon Insurance Company 12890 Lebanon Road Mt. Juliet TN 37122 a TX Corporation, as Surety, are held and firmly bound unto City of South Bend , 227 West Jefferson Blvd.. South Bend. IN 46601 as Obligee, in the penal sum of Five Hundred Twenty Four Thousand Twenty Five Dollars and 001100 (Dollars) ($ 524 025.00 }, lawful money of the United States of America, for the payment of which well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Green Development Ventures, LLC __ has agreed to construct in Willowote Trails Section 3 Subdivision, in South Bend. IN the following improvements: Installation of Public Sanitary Sewer and Watermain. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall construct, or have constructed, the improvements herein described, and shall save the Obligee harmless from any loss, cost or damage by reason of its failure to complete said work, then this obligation shall be null and void otherwise to remain in full force and effect, and the Surety, upon receipt of a resolution of the Obligee indicating that the improvements have not been installed or completed, will complete the improvements or pay to the Obligee such amount up to the Principal amount of this bond which will allow the Obligee to complete the improvements. Upon approval by the Obligee, this instrument may be proportionately reduced as the public improvements are completed. Signed, sealed and dated, this 24th day of July , 2024 Green Development Ventures, LL Frincal Ely: Lexon Insurance Company Surety SEAK. AW4 a H,w w By; —"�& Stephen T. azmer Attfllrl -tn-Fact 4- SOMPO INTERNATIONAL POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation ('EAC'), Endurance American Insurance Company, a Delaware corporation ('EAIC'), Lexon Insurance Company, a Texas corporation (•LIC'), andfor Bond Saleguard Insurance Company, a South Dakota corporation ("BSIC'), each, a'Compmy' and roliectively,'Sompo Intemational' do hereby con stitvle and appoint: Stephen T. Kazmer as true and lawful Attorneys)-tn-Fact to make, execute, seal, and deliver for, and on its behalf as surety or co -surety; bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds of undertakings provided, however, that no single bond or underla king so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of One Hundred MfiIliot Dollars ($1001000,000.00). Bond No.: LICX1981036 Principal: Green Development Ventures, LLC Obligee: City of South Bend Such bonds and undertakings for said purposes, when duty executed by said attorney(s) in -tad, shall be binding upon the Company as fully and to the same extent as it signed by the President of the Company under its corporate seal attested by its Corporate Secretary. This appointment is made under and by authority of certain resolutions adopted by the board of directors of each Company by unanimous written consent effective the 302, day or March, 2023 for BSIC and LIC and the 17° day of May, 2023 for EAC and EAIC, a copy of which appears below under the heading entilled'Certificate'_ This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the board of directors of each Company by unanimous written consent effective the 301" day of March, 2023 for BSIC and LIC and the 17" day of May. 2023 for EAC and EAIC and said resolution has not since been revoked, amended or repealed: RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signalure or seat shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 25th day of May, 2023. EncbAmnce Assurance Corporatio By: " 1 Ri and dj 4"M. or�aRunael €!F! SEAL •a'. 2002 � v�•, onr�v�: y i Endurance American gy r Rj Appel nor o inset � i�of -. 'sobs t IU: $FAT,W. 1996 • '�•�"•, DMAWARE siyp4�•-.....•� �i ACKNOWLEDGEMENT Lexon Insurance Company Bond Safeguard g. nlsu 'h A; SQM n j; DAKOTA yQ, I CO�kY -� On this 25th day of May, 2023, before me, personally came the above, signalonos known to mo, who being duly sworn, old doposo and say that harsi{sa,Li rOcer of each of the Companies; and that he executed said instrument on behalf or each Company by auudoilly of his Offic under th by of each ComparV r� .•s a BY Amy ayior, Na! ubI" My Ccrnniisst6n ExAires 3f�9,Y+27r' CERTIFICATE ,cvr, z. I, the undersigned Officer of each Company, DO HEREBY CERTIFY that: 1. That the original power of attorney of which the foregoing is a copy was duty executed on behalf of each Company and has not since been revoked amended or modified; that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of altomey and of the whole lhereof; 2. The following are resolutions which were adopted by the board of directors of each Company by unanimous written consent effective 30�^ day of March, 2023 for BSIC and LIC and She 179, day of May, 2023 for EAC and EAIC and said resolutions have not since been revoked, amended or modified 'RESOLVED, that each of the individuals named below is auhonzed to make, execute, seal and deliver for and on behalf of the Company any and all bonds, undertakings orobligations in surety or co -surety with others' RICHARD M. APPEL, MATTHEW E. CURRAN, MARGARET HYIAND, SHARON L. SIMS, CHRISTOPHER L SPARRO, and be it further RESOLVED, that each of the individuals named above is authorized to appoint attomeys-in-fact for the purpose of making, executing, sealing and delivering bonds, undertakings or obligations in surety or co -surety for and on behalf of the Company.' 3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 24iBi day of Jul 2024 DahlS. na, etary NOTICE; U. S. TRFJ1SllRY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL QFAC No coverage Is provided by this Notice nor can it be construed to replace any provisions of any surety bond or other surety coverage provided. This Notice provides information concerning possibie impact on your surety coverage due to directives issued by OFAC- Please read this Notice carefully. The Omce of Foreign Assets Control (OFAC) administers and enforces sanctions policy, based on Presidentfat declarations of'national emergency. OFAC has Identified and listed numerous foreign agents. front organizations, lenonsts, lerrorist organizations, and narcotics uahlckers as'Spedally Aeslgnated Nationals and Blocked Persons'. This list can be located on the United Slates ifeastirys website — htb15•Inyww_�re urv.any7eS017rCe-cenlertsancli{lnslSDNllst. In acrordance with OFAC regulations, If It Is delermined that you or any other person or entity claiming the beneTiIs or any coverage has vlolaled U.S. sanctions $aw or Is a Specially Designated National and Blocked Person, as Identified by QFAC, any coverage will be considered a Mocked cc frozen contract and all provisions of any coverage provided are lmmedialety subject to QFAC. When a surety bond or other form of surety Coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made without authurizatlom nnom oFAC_ ❑Inerlimitations on the premiums and payments mayalso apply. Any reproductions are void. Surety Claims Submission: LextlnCl7imAdministratitlnfBtSamOa-ir,tl.com Telephone: 615-553-9500 Mailing Address: Sompo International; 12890 Lebanon Road; Mount Juliet, TN 37122-2870 STATE OF ILLINOIS } COUNTY OF DU PAGE} On July 24, 2024, before me, Diane M. Rubright, a Notary Public in and for said County and State, duly commissioned and sworn, personally appeared, Stephen T. Kazmer, known to me to be Attorney -in -Fact of Lexon Insurance Company, the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument on behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. My Commission Expires March 23, 2027 0L� Diane M. Rubright, Notary Public Commission No. 817036 OFFICIAL SEAL DIR,NE M RUBRIGHT NOTARY PUBLIC, STATE OF ILLINOIS , My Commission Expires 3123127 ,p� EXHIBIT D SYSTEM DEVELOPMENT CHARGE / A� " CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 06/12/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT DeBREE & ASSOCIATES NAME: Degree &Associates Insurance Agency, LLC (269) 968-8333 A/XC, (269) 968-9058 aCC Ext : No): E-MAIL 141 W Territorial Road ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Cincinnati Ins. Co. 10677 Battle Creek MI 49015 INSURED INSURERB: CINCINNATI CAS. CO. 28665 INSURER C : Green Development Ventures, LLC INSURER D : Allen Edwin Co. INSURER E : 2186 E. Centre Street INSURER F : Portage MI 49002 COVERAGES CERTIFICATE NUMBER: CL20102007899 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCEADDLSUBR INSD WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 500,000 CLAIMS -MADE �X OCCUR DAMAGE TO PREM SES Ea oRENTED cE ante $ 100,000 MED EXP (Any one person) $ 10,000 PERSONAL &ADV INJURY $ 500,000 A EPP0521044 12/01/2021 12/01/2024 GEN-LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 1,000,000 X JECT LOC PRODUCTS-COMP/OPAGG $POLICY❑PRO 1,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 500,000 X BODILY INJURY (Per person) $ ANYAUTO A OWNED SCHEDULED AUTOS ONLY AUTOS EBA0052690 12/01/2023 12/01/2024 BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ 500,000 HIRED �/ NON -OWNED AUTOS ONLY /� AUTOS ONLY X UMBRELLA LIAB M OCCUR EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 A EXCESS LABCLAIMS-MADE EPP0521044 12/01/2021 12/01/2024 DED I X1 RETENTION $ 0 $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? ❑ (Mandatory in NH) N/A EWCO299326 12/01/2023 12/01/2024 PER X STATUTE ERH E.L. EACH ACCIDENT 100,00 0 $ E.L. DISEASE - EA EMPLOYEE $ 100,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 500,000 $ PER LOCATION 500,000 Builders Risk A ENP0299360 12/01/2023 12/01/2024 DEDUCTIBLE 10,000 LIMIT 12,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN General Certificate For Informational Purposes Only ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date: 8/1/2024 Name: Gemma Stanton Department of Public Works — Engineering Division BPW Date: 8/13/2024 Phone Extension: 9083 Required Prior to Submittal to Board BPW Attorney X Attorney Name Dept. Attorney ❑ Attorney Name Purchasing ❑ Check the Appropriate Item Type — Required. for All Submissions ❑ Professional Services Agreement ❑ Contract ❑ Proposal ❑ Open Market Contract ❑ Amendment/Addendum ❑ Special Purchase, QPA ❑ Bid Opening ❑ Bid Award ❑ Req. to Advertise ® Title Sheet ❑ Quote Opening ❑ Quote Award ❑ Reject Bids/Quotes ❑ Proposal Opening ❑ C/O & PCA No. ❑ PCA ❑ Chg. Order, No. ❑ Traffic Control ❑ Resolution ® Other: Dedicated ❑ Ease./Encroach Company or Vendor Name New Vendor MBE/WBE Contractor Project Name Project Number Funding Source Account No. Amount Terms of Contract Special Contract Provisions Purpose/Description Information Green Development Ventures, LLC ❑ Yes ❑ If Yes, Approved by Purchasing ❑ No E] MBE ❑ WBE Completed E-Verify Form Attached ❑❑ Nos Willowgate Trails Section 3 DP24-014 N/A N/A N/A Dedicated Improvements Agreement outlining the terms for the construction of new public water mains and sanitary sewers for the Willowgate Trails Section 3 subdivision in St. Joseph County Amount of ❑ Increase $ ❑ Decrease ($ ) Previous Amount $ Increase % Current Percent of Change: Decrease ( %) New Amount $ Increase % Total Percent of Change: Decrease ( %) Time Extension Amount: New Completion Date: