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Home My WebLink About58-26 Annexation and Rezoning of Property Located in Centre Township for 20061 Dice Street and 60555 Main StreetCity of South Bend PLAN COMMISSION August 19, 2026 Honorable Committee Chair Oliver Davis 3rd Floor, City Hall South Bend, IN 46601 RE: 20061 DICE STREET PC#0329-25 Dear Committee Chair Dr. Davis: City Hall 215 S. Martin Luther King, Jr. Blvd. Suite 500 South Bend, IN 46601 (574) 235-7627 www.southbendin.gov/zoning Filed in Clerk's Office Aug 20, 2026 Bianca Tirado City Clerk, South Bend, IN Enclosed is an Ordinance for the proposed Annexation and Zone Map Amendment at the above referenced location. Please include the attached Ordinance on the Council agenda for first reading at your August 24 2026 Council meeting and set it for second reading on October 26, 2026 and third reading on November 9, 2026 Council meetings. The petition is tentatively scheduled for public hearing at the September 21, South Bend Plan Commission meeting. The recommendation of the South Bend Plan Commission will be forwarded to the Office of the City Clerk by noon on the day following the public hearing. The petitioner provided the following to describe the proposed project: The Petitioners are requesting to annex and rezone the property including rights -of -way of Johnson Road and Dice Street to develop another building on this property for interior storage of excavating equipment and an office. The project will meet the landscaping standards to provide screening from the street and buffer to adjacent residential uses. If you have any questions, please feel free to contact our office. Sincerely, C7F)U Tim Staub Zoning Specialist CC: Bob Palmer Tim Corcoran Brian Killen Francisco Fotia Planning Director Zoning Administrator Commission President BILL NO. 58-26 ORDINANCE NO. Filed in Clerk's Office Aug 19, 2026 Bianca Tirado City Clerk, South Bend, IN AN ORDINANCE OF THE COMMON COUNCIL OF THE CITY OF SOUTH BEND, INDIANA, ANNEXING TO AND BRINGING WITHIN THE CITY LIMITS OF SOUTH BEND, INDIANA, AND AMENDING THE ZONING ORDINANCE FOR PROPERTY LOCATED IN CENTRE TOWNSHIP, CONTIGUOUS THEREWITH; COUNCILMANIC DISTRICT NO. 5, FOR 20061 DICE STREET & 60555 MAIN STREET, SOUTH BEND, INDIANA STATEMENT OF PURPOSE AND INTENT The Petitioner desires to annex two properties at the northwest corner of Dice Street and Main Street and annex and rezone one property at the southwest corner of Main Street and Johnson Road from R Single Family District in unincorporated St. Joseph County to I Industrial District in South Bend. NOW, THEREFORE, BE IT ORDAINED by the Common Council of the City of South Bend, Indiana, as follows: SECTION I. That the following described real estate is situated in St. Joseph County, Indiana, being contiguous by more than one -eighth (1/8) of its aggregate external boundaries with the present boundaries of the City of South Bend, Indiana, shall be and hereby is annexed to and brought within the City of South Bend: A PART OF THE NORTHEAST AND SOUTHEAST QUARTERS OF SECTION 35, TOWNSHIP 37 NORTH, RANGE 2 EAST, CENTRE TOWNSHIP, ST. JOSEPH COUNTY, INDIANA WHICH DESCRIBED AS: BEGINNING AT A POINT 60 FEET NORTH AND 960 FEET EAST OF THE NORTHWEST COMER OF LOT NUMBERED 119 GILLMER'S SOUTH MICHIGAN ADDITION; THENCE NORTH 471. 1 FEET; THENCE EAST 331.6 FEET 10 MAIN STREET; THENCE SOUTH WITH MAIN STREET 474.9 FEET; THENCE WEST 323.6 FEET TO THE POINT OF BEGINNING, BEING LOTS 12 THROUGH 18 IN YODER'S PROPOSED SOUTH MAIN STREET ADDITION, EXCEPTING THEREFROM: A PART OF THE EAST HALF OF SECTION 35, TOWNSHIP 37 NORTH, RANGE 2 EAST, ST. JOSEPH COUNTY, INDIANA DESCRIBED AS FOLLOWS: COMMENCING AT A POINT 60' N AND 960" E OF THE NORTHWEST CORNER OF LOT NO. 119 GILLMER'S SOUTH MICHIGAN ADDITION (THE FORGOING PORTION OF THIS. DESCRIPTION BEGINNING WITH THE WORDS "AT A POINT" IS QUOTED FROM DEED RECORDED 759, PAGE335) WHICH POINT IS ON THE NORTH BOUNDARY OF DICE STREET AND SOUTHWEST CORNER OF THE GRANTORS LAND; THENCE SOUTH 88° 44 MIN. 56 SECONDS EAST 293.43 FEET ALONG THE BOUNDARY OF SAID DICE STREET TO THE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE NORTH 4° 18 MINUTES 48 SECONDS EAST 91.84 FEET; THENCE SOUTH 87°17 MINUTES 41 SECONDS EAST 25.43 FEET TO THE WES1 BOUNDARY OF MAIN STREET THENCE SOUTH IO 22 MINUTES 53 SECONDS WEST 91.06 FEET ALONG THE BOUNDARY OF SAID MAIN STREET TO THE NORTH BOUNDARY OF SAID DICE STREET; THENCE NORTH 88° 44 MINUTES 56 SECONDS WEST 30.12 FEET ALONG THE BOUNDARY OF SAID DICE STREET TO THE POINT OF BEGINNING. BEGINNING AT AN IRON PIPE AT THE NORTHWEST COMER OF LOT I OF YODER'S PROPOSED SOUTH MAIN STEET ADDITION ( DATED 1945 RALPH E. KELLER, ENGINEER); THENCE POINT BEING THE SOUTHWEST CORNER OF LOT I OF BRADBERRY MINOR SUBDIVISION, RECORDED OCTOBER 20TH, 1976, IN PLAT BOOK 31 , PAGE "B", IN THE OFFICE OF THE RECORDER OF ST. JOSEPH COUNTY, INDIANA; THENCE NORTHERLY A DISTANCE OF 459.50 TO AN IRON PIPE ON THE SOUTH RIGHT OF WAY LINE OF JOHNSON ROAD; THENCE EASTERLY ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 1329.90 FEET TO THE WEST RIGHT OF WAY LINE OF MAIN STREET; THENCE SOUTHERLY ALONG SAID WEST RIGHT OF WAY LINE A DISTANCE OF 468.00 FEET TO THE NORTH BOUNDARY LINE OF SAID YODER'S PROPOSED SOUTH MAIN STREET ADDITION; THENCE WESTERLY ALONG SAID NORTH BOUNDARY LINE A DISTANCE OF 1321.60 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM LOT NUMBERED I AS SHOWN ON THE RECORDED PLAT OF BRADBERRY'S MINOR SUBDIVISION, RECORDED OCTOBER 20, 1976 IN PLAT BOOK 31, PAGE B, IN THE OFFICE OF THE RECORDER OF ST. JOSEPH COUNTY, INDIANA AND ALSO EXCEPTING A PART OF THE EAST HALF OF SECTION 35, TOWNSHIP 37 NORTH, RANGE 2 EAST, ST. JOSEPH COUNTY, INDIANA DESCRIBED AS FOLLOWS: COMMENCING AT AN IRON PIPE AT THE NORTHWEST COMER OF LOT I OF YODER'S PROPOSED SOUTH MAIN STREET ADDITION (DATED 1945, RALPH E. KELLER, ENGINEER); SAID POINT BEING THE SOUTHWEST COMER OF LOT I OF BRADBERRY'S MINOR SUBDIVISION, RECORDED OCTOBER 20, 1976 IN PLAT BOOK 31, PAGE "8", IN THE OFFICE OF THE RECORDER OF ST. JOSEPH COUNTY, INDIANA; THENCE NORTHERLY A DISTANCE OF 459.50 FEET 10 AN IRON PIPE ON THE SOUTH RIGHT-OF-WAY LINE OF JOHNSON ROAD (THE FORGOING PORTION OF THIS DESCRIPTION BEGINNING WITH THE WORDS " AT AN IRON PIPE" IS QUOTED FROM INSTRUMENT NO. 8101612); THENCE NORTH 89° 36 MINUTES 40 SECONDS EAST 572.54 FEET ALONG THE BOUNDARY OF SAID JOHNSON ROAD TO THE POINT OF BEGINNING OF THIS DESCRIPTION, THENCE CONTINUING NORTH 89° 36 MINUTES 40 SECONDS EAST 757.36 FEET ALONG SAID BOUNDARY TO THE WEST BOUNDARY OF MAIN STREET; THENCE SOUTH 1° 22MINUTES 53 SECONDS WEST 39.48 FEET ALONG THE BOUNDARY OF SAID MAIN STREET; THENCE SOUTH 89° 50 MINUTES 17 SECONDS WEST 356.29 FEET; THENCE NORTH 88° 43 MINUTES 47 SECONDS WEST 400.13 FEET THENCE NORTH 0° 9 MINUTES 43 SECONDS WEST 26.47 FEET TO THE POINT OF BEGINNING. BEGINNING AT A POINT 60 FEET -2- NORTH AND 870 FEET EAST OF THE NORTHWEST CORNER OF LOT NUMBERED 119 AS SHOWN ON THE RECORDED PLAT OF GILLMER'S SOUTH MICHIGAN STREET ADDITION; THENCE RUNNING NORTH 470.00 FEET TO YODER'S NORTH LINE; THENCE EAST 90 FEET; THENCE SOUTH 471.1 FEET TO A POINT 90 FEET EAST OF THE PLACE OF BEGINNING; THENCE WEST 90 FEET TO THE PLACE OF BEGINNING, AND BEING KNOWN AS LOT NUMBERED 11 ON AN UNRECORDED PLAT OF YODER'S PROPOSED SOUTH MAIN STREET ADDITION IN CENTRE TOWNSHIP. CONTAINING 18.61 ACRES MORE OR LESS. SECTION II. That the boundaries of the City of South Bend, Indiana, shall be and are hereby declared to be extended so as to include the real estate of the above -described parcel as part of the City of South Bend, Indiana. SECTION III. Ordinance No. 10689-19, as amended, which ordinance is commonly known as the Zoning Ordinance of the City of South Bend, Indiana, be and the same hereby amended in order that the zoning classification of the above described real estate, with the exception of all adjacent rights -of -way, in the City of South Bend, St. Joseph County, State of Indiana be and the same is hereby established as I Industrial District. SECTION IV. This Ordinance shall be in full force and effect 30 days from and after its passage by the Common Council, approval by the Mayor, and legal publication. Canneth J. Lee, Council President South Bend Common Council Attest: Bianca L. Tirado, City Clerk Office of the City Clerk Presented by me, the undersigned Clerk of the City of South Bend, to the Mayor of the City of South Bend, Indiana on the day of . 2026, at o'clock .m. Bianca L. Tirado, City Clerk Office of the City Clerk -3- .m. Approved and signed by me on the day of , 2026, at o'clock James Mueller, Mayor City of South Bend, Indiana -4- Monday, August 17, 2026 Zoning Application City of South Bend What are you filing for? Who will need to approve? Rezoning Annexation Plan Commission Property Owner and Property Information Property owner name: Phone number: Email: Project address: Would you like to add additional property owners? Hoosierland Excavating LLC (574) 742-0212 AMartin@hoosierlandexcavating.com 20061 DICE ST. SOUTH BEND The legal description can be found by visiting this Dap and typing in the address for the property. In the "Parcel" layer, the legal description is categorized as "LEGALDESCR" Legal description of the annexation area including any adjacent rights of way not already in the City (more information about legal descriptions can be found below): Irr Tr S Pt Ne & N Pt Se Ex Pt Sold Sec 35 37 2e 11 Ac +/-13/14 Split#776410-11-12 The legal description can be found by visiting this map and typing in the address for the property. In the "Parcel" layer, the legal description is categorized as "LEGALDESCR." Tax key number (more information about tax key numbers can be found below): 001-1017-034013 The tax key(s)/parcel ID(s) can be found by visiting this Disu and typing in the address for the property. In the "Parcel" layer, the tax key/parcel ID is categorized as "PARCELID." 1 Will someone other than the property owner be the main point of contact and representative for this petition? Yes; someone else will be representing this petition on my behalf Representative name: Travis McDaniel Phone number: (260) 267-7414 Email: tamcdaniel@mssengineer.com Mailing address: 414 W 5th St. Auburn, IN, 46706 Terms and Conditions Accepted Variance State statutes and the Zoning Ordinance require that certain standards must be met before a variance can be approved. Please address how the project meets the following criteria: Special Exception A Special Exception may only be granted upon making a written determination, based upon the evidence presented at a public hearing. Please address how the project meets the following criteria: Rezoning Project Summary: The property Owner, Hoosierland Excavating would like to build another building on this property for interior storage of excavating equipment and an office. The area where the building will be placed, borders Hoosierlands existing business and drive. The property being rezoned is adjacent to an already zoned Industrial property. All areas that would still be bordered to residential properties would be screened with trees and evergreens. Current District(s): Proposed District(s): S1 Suburban Neighborhood 1 I Industrial 2 Upload a site plan to scale indicating scale used (for example 1 in. on printer paper = 20ft. in real life or 1 square on graph paper = 5ft. in real life). Include property lines and all structures. Subdivison Annexation a 24.148.195 - Hoosierland Excavating -.„ .pdf Project Summary: The property Owner, Hoosierland Excavating would like to build another building on this property for interior storage of excavating equipment and an office. The new office will have restrooms, and will need to tie into the sewer on the edge of this property just outside of the city limit line. The annexing of this property will allow the building to tie into city sewer. Current District(s): Proposed District(s): Upload a site plan to scale indicating scale used (for example 1 in. on printer paper = 20ft. in real life or 1 square on graph paper = 5ft. in real life). Include property lines and all structures. Use Variance R Single Family District I Industrial a 24.148.195 - Hoosierland Excavating-....pdf A Use Variance may only be granted upon making a written determination, based upon the evidence presented at a public hearing. Please address how the project meets the following criteria: Terms and Conditions 3 Terms and Conditions Accepted Terms and Conditions Accepted Terms and Conditions Accepted By typing my name in the boxes below, I agree that I'm electronically signing this form. I affirm that the information that I've provided is accurate and true to the best of my knowledge. I understand that my electronic signature is legally binding and equivalent to my handwritten signature. Name: Travis McDaniel Date Monday, August 17, 2026 4 PARKING LOT EXPANSION, AND LEAN-TO PERMITTING FOR: HOOSIERLAND EXCAVATING ST. JOSEPH TOWNSHIP, ST. JOSEPH COUNTY INDIANA THIS DOCUMENT IS TO SERVE FOR' NEW STRUCTURE DOCUMENTED HERE -IN ONLY AT ADDRESS LISTED AU. OTHER STRUCTLRAL AND CML DESIGN OUTSIDE OF THE SCOPE OF THESE DRAWINGS BY OTHERS SHEET LIST SHEET NUMBER SHEET NNE TOT COVER PAGE C)1 BAH I INT COGO KAN 002 PROPOSED SURFACE CO3 DRAINAGE PLAINS UTILITIES DW CULVERT CROSS SECTION COS EROSION CONTROL 008 LANDSCAPE PLAN CO7 EROSION CONTROL DETAILS COB DRAINAGE CµCB D DRAINAGE CALCS �. ,TO UTILITY IETAI$ C11 DET (OW I C12 CONBTRUCTIO4 DETAILS CI3 DRAINING DETAIN REVISIONS: NO DATE tESCRPMN SI JOB NUMBER: 24.14E 195 DRAWN ENGINEERED BY: GAC BY: MJG START DATE: OBO124 PROGRESS DATE: 11A724 CERTIFIED DATE SCALE PAGE NUMBER: TOI a TOI *Maly 31111W.11'W W.1 W03.188 Euessw@I81u41anel pw3 9LYL19Z (09Z) .owyd 90(90 'uinclr2f '1SLPSMPit N0IS30 Y ONI1111SN03 0NR1331I0v3 3111U1IAYUI6■3 SSNI L 1NI 4 Z I NI'ON39 14111OS .1S 3010 1900Z N0112001 i3Nr0Vd 1 1 g ■ um 5 SN01110100 OMISIX3 !MILL 0$1121N O i d= W (� z.. w. g�g u'm START DATE O8,,O1124 PROGRESS DATE: 41/07124 � �� 1 D._ :113 (/_ ,r 1 r it 'J> 3 ia 6 a S n ii `3 G C I li 1i 11 f 1 3 � b 3d1.1.0+1111 uao'iaeu8uessw8lelu J 1eW3 41f-L9L(09Z).a�oYd 90L9e NI 'WMI^J' 1S WS M tit N91S304 0N111f1SNO0 9NI 33N19N3 n 31II lSIIMI SSW rr z 30Vdtlf1S 03SOd0lld :311110NNIVIIO 9NI11INM3d NI'ON3BRoos 01-NV31'NOISNYdX3 'IS 33101900i 1019NDILIVd :NO111130113tONd :311VN 103fONd 5 12:1 1 a I 11 h W sg it I •ir'" a 1 !� s— 1 s utilfl II 1 3d'I O*N V!1 wa ieeyBleeswgkauepaeq ! W3 4Nh19Z (09Z) _euoyd 90196N'w^Q^V1SVISM>l4 NOIS30 4 9NI1lnSN09NIN33NI9V3 3111O/1.0m0U &SIM wp 18 I' I I. I z II II I NI 'ON38 NLnOS 1S 3010 1900Z NOLLy301 L33n0Nd S3ILIli1n 9 NV1d 30VNIVNO 31111 ONIMVNO 9NI11INN3d O1-WT1'NOISNVd%3 1019NDONd 311VN 1331'021d XM ri +1.4 I 'I S ROW I I. j z m CERTFIED DATE: �e 1 a a 3d'19w0.17'Y M�1 WOO laoteuessw@lewepauq ! w3 Cl4C-L9Z (096 e4d 90).98 NI'wngnY'18 WS M pit N913308 9NI11f1SN00 9NIi133NI0N3 3111upwa®u31 SSW -rr P. :wows- 1, • dh 1111-il_11-� 2 ' 11 N0LL03S SS011011i3A1N0 :31111 %I M MO 9NIfIMI3d NI'0N30 FLLf10S 0114Y31'NOISNYdX3 18 30101900t 1019NI ld d _NO1111301133f011d :30N 1031'OMd w m a ��l G Am 'S r . 1 i I I E agg a aaip aun as :101a, WIT g i 5 6 k ¢ 1 s , F`_ !{ f. m 111 1C,...;fi 1 and 1� '1 10°° • g112 1 rn r!m 75 m $p 41 0 e 4 c 9'JOG A 1 o. j:PI!9I1I ij Pi I Vg PROJECT NAME: PROJECT LOCATION: PARKING LOT 20061 DICE ST. EXPANSION, LENT -TO SOUTH BEND, IN PERMITTING DRAWING TITLE: EROSION CONTROL ee MSS ElNnadnl LLC ENGINEERING CONSULTING &DESIGN 414 W 51h SL, Auburn, N 46706 Moe (260) 267-7414 Emel Lemcdene@rnmergmeer.00m TmA A. mumm. RE EYEsaLFCEro e eNNGLD • 001101 Q PAYDAY SEWER PLAYO W AMR VALVE ■ WS YNVE ✓ FRE NYOPAAIT N BFoTELEVILINm Cr) £VwM[>k. LaEEVENO •+ ▪ MAS LOW EABTFGaA:O•■ • IINVEMA.ANIRMNKSROOLS UB *ATER Fig NPRM TEMPORARY AFEOIIO 0[�: PEENIEMT S®REi 0RE ONIED 1 • T'aGEN LUEIYPF1EMED EM PALING E10.8TPOBNDNO MOEERI INE 41000 SURFACE FD(E PNNIMS:OT LEE FEFCE SOIL PEGf W DEW OVERHEAD - TaECO.OATA SAKE RAMC MB APE WATER PPE �. ,NATMY PIE �.. STORM PEE EROBEN CONTROL a IVo LIE OF PYTPBVCE Mrs IM1C NATION. POL PIG: PSMRGE EJAINTOx SYSTEM OPPOMY =RPVSED=AMR EASING CQROUR F STN3 AMA EASTIO ELECTRIC EASTEOGIBRPE tASIEC MAIMI APE EASTEGEA■TMY PIPE ERBTEGSICAM PPE ENSIW FENCE &ASIEGIELECMUIIA 01= LEGEND O i EPw NOTE DEB■ ,13 APAO:ONTE IETDI TO PFOFEBMOMLSLRhY FOR AMOK LOT IRE LAYOUT EEO ATIPF AIOAOEO GATIEFEO PROM MAX MORO -- — JOHNSON RD. - IIrRCP c 011.0.0 T DW.F TO RRDEG 1! FASTING AMOR. FIOU PN3ECT R, 066.429 �! FA SI IIG TbIC,: yi EILROMOBI.F ' EXSTEACOMLTETE— I' AC, alWrc+n®CE POW NACO neoARPE arRRa POW R INBW. e01.1 CN FOE HYORAM THa MANCE ORM al SclJnsOfIINAMN eMEE T ELEV.-ea f 1-RCP TOP x4®m DADE TFEE8 AT EV A'T IR FEET • COCE Sfl STREET B MARS STIffT TYPE 2 RAPER OO EFT MI EFE NM T OPTII FOR EVERY OUT EfI MGM BOLO FENCE)ALONO NOES OF RAMC PAR IMMO OROIMNICE 0EC11041.1”OII SPADE TREES AT EVERY ■ FEET N]f PCE I TTREEET e TYw f ss �,`�}II - ET6,ING LVMRE \I. /T!POP TOP •'�� tLSE)Ts,m , �Q4„ IYTrI is ply TOP._3'6-' o: EASTEG COMPETES . T k>■RMOOMAN C — F GIST OOICRETE ' 1 SPADE PREES AT EWWY N FEET NONG DCE STREET&MAN ST,03T EMU GRAVE —/ Q O-0. O: O u 16 C.. o {Z u 'a `QOm OOtCRETE`-.� YAM. F ')EOSTMG,REE}i�-lRCP EARpu - DICE STR C`-••_ ENT AB<MlE, CLELTLEIE \ SSIN TILFFSAT FVFRY EOSINS \ CLRBYLONUOEE WEFT ■FEET AUmGDCE FDIRIPE STREET B WIVE STREET 1 CO CRETE CP2 CAIRDYON ROO ABONVPDE CONTROL PP■' M.41115EE.8210 E =M•IR• N ElF/.F•EY Y BM SEIIEI WEN 8 IREVIS C/NS: SIG OAT. OESCMFRTN JOB NUMBER: 24141/195 DRAWN ENGINEERED BY: GAC BY: AUG I START DATE: 0801/24 PROGRESS DATE: 11,07/24 CERTIFED DATE: SCALE As mda2ed PAGE NUMBER: F)i C15 MEETS IEV s133. SLJ n Ld0 m c a la I1 i PROJECT NAME: PARKING LOT EXPANSION, LEAN-TO PERMITTING DRAWING TITLE: EROSION CONTROL DETAILS PROJECT LOCATION: 20061 DICE ST. SOUTH BEND, IN UULJ MSS Ei/Inedni, LLC ENGINEERING, CONSULTING. & DESIGN 414 W 5th St, Auburn, IN 46706 Phone (260)267-7414 Emelt tamcrmme@meeengneer com Travis A McDaniel, PE F DRAINAGE CALCULATIONS GOVERNING EQUATIONS SCS CURVE NUMBER METHOD 0 = (P 0.2S)2/(P +0.8S) WHERE' 0 = RUNOFF (IN) P = RAINFALL (IN) S = POTENTIAL MAXIMUM STORAGE AFTER RUNOFF BEGINS (IN) (S=1000/CN - 10) MANNING EQUATION Q = (1.49/n)AR213S" 2 WHERE: Q = PEAK DISCHARGE (CFS) n = MANNING'S ROUGHNESS COEFFICIENT A = CROSS SECTIONAL AREA OF FLOW (FT2) R = HYDRAULIC RADIUS (FT) S = SLOPE V = (1.49/n)R2r8S"2 WHERE: V = DISCHARGE VELOCITY (FPS) n = MANNING'S ROUGHNESS COEFFICIENT A = CROSS SECTIONAL AREA (FT2) R = HYDRAULIC RADIUS (FT) S = SLOPE DRAINAGE CALCULATIONS THE FOLLOWING DRAINAGE CALCULATIONS ARE FOR THE ESTIMATED DRAINAGE AREA LISTED BELOW FOR THE EXISTING RETENTION BASIN AND PROPOSED SITE IMPROVEMENTS SHOWN ON THE PLAN. THE EXISTING RETENTION BASIN SHALL ACCOMMODATE A 3-INCH STORM EVENT FOR THE DEVELOPED CONDITION USING THE CITY OF ELKHART ESTIMATED DRAINAGE AREA = 3.0 t ACRES (130,000 SFT) MODIFIED RUNOFF COEFFICIENT CALCULATIONS ESTIMATED COVERAGE EXISTING BUILDING (C=0.90) 0.35 AC EXISTING HARD SURFACE(C=0.90) 0.32 AC PROPOSED BUILDING (C=0.90) 0.12 AC PROPOSED HARD SURFACES (C-13.90) 0.13 AC OPEN AREA (C4.30) 2.08 AC C=(0.90x(0.35*0.32+0.12*0.13))+(0.30x2.08)(3,0AC=0.49 STORAGE VOLUME CALCULATIONS STORAGE REQUIRED = C x RAINFALL INTENSITY x AREA = 0.49 x 0.25 x 130,000 SFT = 15,313 CFT (0.35 ACRE -FT) STORAGE PROVIDED = 0.61 ACRE -FT (BELOW DESIGN HIGH WATER) DESIGN OUTLET PIPE DISCHARGE (ST-01, ST-02, ST-03, ST-04, ST-05) DESIGNED AS FULL FLOW n = 0.01 A = 0.35 FT2 R 0.18 FT S=0.01=1.0% QOUnUT = 1.68 CFS VounE2 = 4.77 FPS VMWMUM = 2,5 FPS Vann 2 VMNNUM DESIGN OUTLET PIPE DISCHARGE (ST-06) DESIGNED AS FULL FLOW n = 0.01 A=0.35FT2 R = 0.18 FT S = 0.02 = 2.0% QOUREr = 2.37 CFS Vo1m Er = 6.75 FPS VNIMMUM = 2.5 FPS OK VounEo 2 VMINNUM OK REQUIRED OUTLET PIPE DISCHARGE TIME OF CONCENTRATION (TR55) (POST -DEVELOPMENT) MANNING'S ROUGHNESS COEF n =0.011 FLOW LENGTH, L = 275 FT s 300 FT 5-YR, 24-HR RAINFALL, P2 = 3.36 in LAND SLOPE, s = 0.017 FT/FT TRAVEL TIME, Ti = 0.04 HR Ti = (0.007 (nL) ° e) / (P20 5 SO.1) T�=0.04HR=2.68MIN USE 5 MIN I = 6.20 IN/HR (FROM NOAA ATLAS 14, VOLUME 2, VERSION 3) - 5-YR, Te = 5 MIN ICA VALUES (POST -DEVELOPMENT) - PROPOSED BUILDING: C = 0.9, A = 0.12 ACRES PROPOSED HARD SURFACE. C = 0.9, A = 0.13 ACRES - OPEN AREA: C = 0.3, A = 0.11 ACRES ICA-(0.90x(0.12+0.13))*(0.30x0.11) ICA=0.258 RATIONAL METHOD Q = (0.258)(6.20) Q=1.60CFS Q = 1.60 CFS, THIS WOULD REQUIRE 8' PIPE t 2% SLOPE OIL/WATER SEPARATOR SIZING TREATMENT FLOW RATE REQUIRED (TFR) TFR = A'R'0 0104 AREA (A) = 0.13 AC = 5663 FT2 RAINFALL (R) = 1.96 IN (BASED ON A 10-YEAR STORM. 60 MIN DURATION PER NOAA ATLAS 14, VOLUME 2, VERSION 3) TFR = (5663 FT2)•(1.96 IN)*0.0104 = 116 GPM 200 GPM OIL/WATER SEPARATOR REQUIRED REVISIONS: OATS oirn.rkN Le! JOB NURSER: 24 144 195 DRAWN ENGINEERED BY: GEC BY: MUG START DATE: 080/24 PROGRESS DATE: 1147124 CERTFED DATE: SCALE IPAGE NUMBER: COS v C]5 ac[n PEV. EXISTING RETENTION POND VOLUME CALCULATION AT EACH ELEVATION FOR THE EXISTING RETENTION POND, THE SQUARE FOOTAGE AREA WAS CALCULATED AND ASSUMED FOR A 1' DEPTH EXCEPT THE LOWEST ELEVATION POINT 750, WHICH WAS ASSUMED AT 0.5' DEPTH. EL. 754: AREA =17,802 FT2 (1 FT) =17,802 FT3 EL 753: AREA = 13,342 FT2* (1 FT) = 13,342 FT3 EL 752: AREA = 10,187 FT2 * (1 FT) = 10,187 FT3 EL. 751: AREA = 6,976 FT2 (1 FT) = 6,976 FT3 EL. 750: AREA = 3,084 FT2(0.5 FT) =1,542 FT3 THE TOTAL VOLUME SUM = 49,849 FT3 AT DESIGN HIGH WATER LEVEL 751.50, THE TOTAL VOLUME SUM = 26,572 FT3 = 0.61 ACRE -FT WATER LINE SIZING CALCULATIONS WATER SUPPLY FIXTURE DEMAND (IN WSFU) = 88 MINIMUM DAILY STATIC SERVICE PRESSURE AVAILABLE (ASSUMED) = 35 PSI MAXIMUM DEVELOPED LENGTH OF PIPE: WATER MAIN TO FURTHEST FIXTURE = 455 FT MINIMUM SERVICE PIPE SIZE = 1 1/2' 0 MINIMUM DISTRIBUTION PIPE SIZE = 2' 0 'REVISIONS: IMD U(IE CESCHATKM JOB NUMBER: 24 148 195 ' DRAWN ENGINEERED BY: GAC BY: MUG START DATE: 0801124 PROGRESS DATE: 1147/24 CERTIFIED DATE: SCALE PAGE NUMBER: G08 o C15 ewn i ONES 11=0. 8 -4 1 :- i ii IIII ,' r e }l E I t PROJECT NAME: PROJECT LOCATION: PARKING LOT DPANSION, LEAN-TO PERMITTING DRAWING TITLE: UTILITY DETAILS 20061 DICE ST SOUTH BEND, IN L eei MSS EEgIEieedn! LLC ENGINEERING, CONSULTING 6 DESIGN 414 W 5th St Auburn IN 46706 Phone (260)267-7414 Email tamcAamel@mssengoeer.com TOM. A. ■cD.nw. PE p PROJECT NAME: PARKING LOT EXPANSION, LEAN-TO PERMITTING DRAWING TITLE: UTILITY DETAILS (CONT.) A 11 g 6 e PROJECT LOCATION: 20061 DICE ST SOUTH BEND, IN MSS Eigfeeedng, LLC ENGINEERING, CONSULTING B DESIGN 414 W 511) St, Auburn, IN 46706 Phone (260)267-7414 Emit mmcdenietmseenpnea.com Twin A. InDenle, PE :31V0 03111133 a FP ql PROJECT NAME: PROJECT LOCATION: PARKING LOT 20061 DICE ST. EXPANSION, LEAN-TO SOUTH BEND. IN PERMITTING DRAWING TITLE: CONSTRUCTION DETAILS MN L MSS Engineerine, LLC ENGINEERING CONSULTING E. DESIGN 414 W Sth St, Auburn, N 46706 Phone: (260) 267-7414 Emit tamodanieOmeseNineer.00m Tent A. Ikeall . PE i �eq f J_ L; I PROJECT NAME: PROJECT LOCATION: PARKING LOT 20061 DICE ST. IM .. ERMITTIN , LEAN•10 SOUTH SEND, IN IILei DRAWING TITLE: •SSEuu°ais„ii' LLC DRAWING DETAILS ENGINEERING, CONSULTING. & DESIGN 414 W 5th St, Auburn IN 46706 Phone (260)267-7414 H Email: tamcdame@mssengarear.com IN' Trr.A.McDaniel.PE -