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LEGAL DESCRIPTION: <br />THAT PART OF THE NORTHWEST QUARTER OF SECTION 6, <br />TOWNSHIP 37 NORTH, RANGE 3 EAST, CITY OF SOUTH BEND, <br />PORTAGE TOWNSHIP, ST. JOSEPH COUNTY, INDIANA WHICH IS <br />DESCRIBED AS: LOT # 1 OF THE PLAT OF "CORBY BOULEVARD <br />AND SOUTH BEND AVENUE MINOR SUBDIVISION" AS RECORDED BY <br />DOCUMENT NUMBER 2019-15776 IN THE RECORDS OF THE ST. <br />JOSEPH COUNTY, INDIANA RECORDERS OFFICE. <br />CONTAINING 0.64 ACRES MORE OR LESS. <br />SUBJECT TO ALL LEGAL RIGHT-OF-WAYS, EASEMENTS, AND <br />RESTRICTIONS OF RECORD. <br />VARIANCE NOTE: <br />ON JUNE 18, 2019, THE ST. JOSEPH AREA PLAN COMMISSION GRANTED THE FOLLOWING <br />VARIANCES: <br />1). FROM MAXIMUM BUILDING HEIGHT OF 40-FEET AND THREE (3) STORIES TO 63-FEET <br />AND FOUR (4) STORIES. <br />2). FROM THE REQUIRED PERIMETER LANDSCAPING TO PROPOSED LANDSCAPING SHOWN <br />ALONG PUBLIC STREETS AND PUBLIC ALLEY. <br />3). FROM THE NNZO DISTRICT MAXIMUM BUILDING HEIGHT OF 60-FEET TO 63-FEET. <br />4). FROM THE NNZO DISTRICT 15-FT. SETBACK OF PARKING FROM BUILDING TO A MINIMUM <br />OF 9-FEET. <br />EXISTING LEGEND <br />A <br />SET P.K. NAIL <br />• FOUND IRON <br />SET FLUSH, 5/8" <br />(M) MEASURED DISTANCE <br />Np.PPED REG. FE 0044 <br />(R) RECORD DISTANCE <br />MI. REG. #22436 <br />' <br />PINE TREE <br />BUSH <br />® GAS METER <br />X SOIL BORING <br />WO WATER MANHOLE <br />Q WATER METER <br />TREE <br />D END SECTION <br />�[0 CABLE PED. <br />b <br />FOUNTAIN/IRR. <br />0 ELEC. VAULT <br />0 PHONE PIED. <br />0 <br />BOLLARD/POLE <br />Q ELEC. TRANSFORMER QE ELEC. PIED. <br />LIGHT POLE <br />T❑ PHONE VAULT <br />® MAILBOX <br />UTILITY POLE <br />k xxxXX SPOT ELEVATION <br />0 A/C UNIT <br />GUY ANCHOR <br />-w <br />SIGN <br />- <br />EX. ELEVATION <br />0 <br />WELL <br />- - - - <br />WIRE FENCE <br />X <br />VALVE <br />CHAIN LINK FENCE <br />WOOD FENCE <br />FIRE HYDRANT <br />oHE <br />oHE ELECTRIC <br />❑ <br />CURB INLET <br />UGe <br />UGe ELECTRIC <br />® <br />DRYWELL <br />Ur <br />UT PHONE <br />UG <br />UG GAS <br />© <br />SANITARY MANHOLE <br />CTv <br />CTv CABLE TV <br />© <br />STORM MANHOLE <br />w <br />w WATER <br />Oa <br />CLEAN -OUT <br />F0 F0 <br />F0 FIBER OPTIC <br />® <br />FIBER OPTIC MANHOLE <br />_ <br />= STORM LINE <br />SANITARY LIP <br />TEMPORARY BENCHMARK INFORMATION: <br />VERTICAL DATUM ESTABLISHED BY A TWO (2) HOUR STATIC GPS OBSEVATION POST <br />PROCESSED BY OPUS (NAVD88) <br />T.B.M 1. SOUTHEAST BOLT OF A STRAIN POLE LOCATED AT THE CORNER OF CORBY AND S.R. <br />23. ELEVATION = 739.94 <br />T.B.M. 2. CUT SQUARE IN EAST SIDE OF LIGHT POLE BASE ALONG WEST LINE OF SURVEY <br />PARCEL. ELEVATION = 742.65 <br />LINE <br />BEARING <br />DISTANCE <br />L1 <br />N <br />55°44'39" <br />W <br />60.95' <br />L2 <br />N <br />55°27'29" <br />W <br />140.56' <br />L3 <br />N <br />13* 13'55" <br />W <br />10.97' <br />L4 <br />N <br />00°38'28" <br />W <br />16.94' <br />L5 <br />N <br />46°08'54" <br />E <br />49.78' <br />L6 <br />N <br />89'21'26" <br />E <br />13.67' <br />CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING <br />Cl 1400.00' 175.95' 175.83' N 41°11'39" E <br />EASEMENTS LEGEND: <br />O 10-FT WIDE NON ACCESS EASEMENT <br />EB MUNICIPAL WATER EASEMENT <br />GENERAL SURVEY DISCLAIMER NOTES: <br />THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED FOR THE CLIENT ONLY. ANY REUSE <br />WITHOUT WRITTEN VERIFICATION AND ADAPTATION BY THE LAND SURVEYOR FOR THE SPECIFIC <br />PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL <br />EXPOSURE TO THE LAND SURVEYOR. <br />ANY UTILITY OR EASEMENT LOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CLIENT MUST FIELD <br />VERIFY UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY COMPANY. THIS LAND SURVEYOR <br />ASSUMES NO LIABILITY FOR THE ACCURACY OF THE LOCATION OR SIZE OF EXISTING UTILITIES <br />OR THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL UNDERGROUND UTILITIES OR STRUCTURES. <br />NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF THIS PLAT ALONE. FIELD <br />MONUMENTATION OF CRITICAL POINTS SHOULD BE ESTABLISHED PRIOR TO COMMENCEMENT OF <br />ANY AND ALL CONSTRUCTION. FOR BUILDING LINES, EASEMENTS AND OTHER RESTRICTIONS NOT <br />SHOWN HEREON REFER TO YOUR DEED, ABSTRACT, TITLE POLICY, CONTRACTS AND LOCAL <br />BUILDING, ZONING AND SUBDIVISION ORDINANCES. <br />UNLESS SPECIFICALLY SHOWN HEREON, THIS SURVEY DOES NOT PURPORT TO INDICATE THE <br />PRESENCE OR ABSENCE OF WETLANDS AND HAZARDOUS OR ENVIRONMENTALLY INJURIOUS <br />MATERIALS. THE SURVEYOR EXPRESSLY DISCLAIMS ANY RESPONSIBILITY OR LIABILITY FOR THE <br />SAME. <br />ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BE SUITABLE FOR REUSE <br />BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERS ON EXTENSION OF THIS <br />PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN <br />VERIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE <br />SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY <br />OR LEGAL EXPOSURE TO THE ENGINEER, ARCHITECT OR SURVEYOR. <br />ALL UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY THE <br />CONTRACTOR BEFORE ANY CONSTRUCTION MAY BEGIN. <br />FINAL SITE PLAN - ESC 1 <br />PART OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 37 NORTH, RANGE 3 EAST, <br />CITY OF SOUTH BEND, PORTAGE TOWNSHIP, ST. JOSEPH COUNTY, INDIANA. <br />/ 6 <br />/ TYP <br />Q <br />STM7�/ <br />CI-2503 <br />6 <br />17 <br />17 0 <br />P END <br />CURB(DEPRESSED) <br />P.O.B <br />L6 <br />/ / p R/W LINE <br />0 <br />5p o <br />EB �� 18 R/Z EA z / � � <br />° ,si Q• 1 <br />/ � J <br />00, 14 <br />END <br />>7, CURB <br />/ EA W / 14 0 <br />EB <br />7 Aso <br />7 <br />. 00 , <br />/ 13 p0 <br />TYP. <br />/ ° 3 <br />�0�` o P.P. DEA <br />o <br />A <br />/ 00 <br />Q <br />a 0 P� ° G / 73.17' <br />< f 18.00' <br />TYP. <br />/ 4 <br />/ <br />10 / EA TYP o / o <br />CD 00 <br />/ 00 <br />/ <br />7 wv 0 <br />\\ \ \ CD <br />CI45 e / C° 00 15 <br />\\ \\�// .0 <br />R W <br />7 15 <br />STMH-2115�1 / <br />\ \ o <br />9 8 R4 S0, CD <br />0 <br />6.00, o R/W <br />/TBM/ 1 a// �, MAN CD a �FD. 3/4" I.P <br />/ � ®T�F 15 ❑ (HELD) A5, <br />\ty/ Lq EA 3.88' 1 1.50' <br />\\ \ \ \ 9.10' 18.50' 24.50' 18.17' <br />7 3 <br />cv END <br />j�� CURB \\ \\\ 2 T <br />A ' ° R3.00' S �' J OO r <br />\ \ ✓v f �`JC`` <br />44 <br />c�Ir rr \\ \ \ a\ c�"� ca\ 14 <br />** CONTRACTOR SHALL REVIEW ENTIRE PLAN <br />SET AND NOTIFY ENGINEER OF DISCREPANCIES <br />FOUND ON PLAN FOR FURTHER CLARIFICATION <br />AND/OR REVISIONS, PRIOR TO CONSTRUCTION <br />DANCH, HARNER & ASSOCIATES, INC. <br />1643 COMMERCE DRIVE <br />SOUTH BEND, IN. 46628 <br />(574) 234-4003 <br />ATTN: MICHAEL DANCH <br />TABULATED SITE DATA: <br />1). AREA OF SITE.........................................................0.64 ACRE <br />2). PROPOSED LAND COVERAGE: <br />SQUARE FOOTAGE <br />% OF SITE <br />A. BUILDING/CANOPY .....................7,970 <br />28.6 <br />B. PARKING AND DRIVES ..... ......... <br />14,330 <br />51.4 <br />C. SIDEWALKS..................................1,413 <br />5.1 <br />D. OPEN SPACE............................4,167 <br />14.9 <br />TOTALS - <br />27,880 <br />100.0 <br />PROPOSED LAND USE: ....................... <br />PROFESSIONAL <br />OFFICE/RESIDENTIAL <br />3). PARKING DATA: <br />TOTAL NUMBER OF SPACES REQUIRED...................(0) <br />TOTAL NUMBER OF SPACES PROVIDED..................(38) <br />4). SURVEYORS & ENGINEERS: DANCH, HARNER & ASSOCIATES, INC. <br />1643 COMMERCE DRIVE <br />SOUTH BEND, INDIANA 46628 <br />5). ALL SURFACE DRAINAGE WILL BE CONVEYED TO AN UNDERGROUND STORAGE CHAMBER SYSTEM LOCATED UNDER THE <br />PARKING AREA ON THIS PROPERTY AND SIZED TO MEET CURRENT CITY OF SOUTH BEND ENGINEERING STANDARDS <br />1. DIMENSIONS ARE FROM BACK OF CURB AT PAVEMENT EDGE WHERE APPLICABLE. <br />2. ALL WORK WITHIN STATE RIGHT-OF-WAY SHALL MEET OR EXCEED CURRENT INDOT DESIGN STANDARDS. <br />3. ALL WORK WITHIN CITY OF SOUTH BEND PUBLIC RIGHT-OF-WAY SHALL MEET OR EXCEED CURRENT CITY DESIGN STANDARDS. <br />4. ALL DISTURBED AREAS SHALL HAVE 4" TOPSOIL AND SEED. <br />5. NEW ALLEY FROM SR 23 SHALL HAVE INDOT DRIVE PERMIT APPROVAL PRIOR TO INSTALLATION. ALLEY PAVEMENT SHALL BE <br />SAME MATERIAL AS PARKING AREA. CONTRACTOR SHALL CONSTRUCT ALLEY TO MEET OR EXCEED LATEST CITY OF SOUTH <br />BEND STANDARDS AND SPECIFICATIONS. ALLEY CONSTRUCTION SHALL COMMENCE AFTER APPROVAL OF ANY AND ALL <br />AGREEMENTS AND PLAN REVIEWS, AND BONDS POSTED AS REQUIRED, FROM CITY OF SOUTH BEND. <br />6. SITE LIGHTING BY OTHERS. v.- <br />CONSTRUCTION KEYNOTES: <br />1O PROPOSED ASPHALT PAVEMENT ALTERNATE PAVEMENT SECTION: <br />1 1 /2" HMA SURFACE 6" CONCRETE 4,000PSI <br />3" HMA BASE 6" COMPACTED AGGR. BASE, #53 <br />6" COMPACTED AGG. #53 CONTRACTION JOINTS AT 10' MAX. SPACING, EACH DIRECTION <br />COMPACTED SUBGRADE EXPANSION JOINTS AT 50MAX. SPACING, EACH DIRECTION <br />O2 CONCRETE DUMPSTER PAD. SEE DETAIL, SHEET C5.1 <br />7" CONCRETE 2 <br />6" COMPACTED AGG. #53 BASE <br />3O CONCRETE CURB AND WALK (TYPICAL). SEE DETAIL ON SHEET C5.1 <br />O4 ADA SIGNAGE & PAVEMENT MARKINGS (TYP.) -SEE SHEET C5.1 FOR DETAIL. <br />5O DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. <br />ODROP CURB, TO BE FLUSH WITH PAVEMENT FOR WALK/PATH. <br />OIRRIGATION SLEEVES (TYPICAL): PLACEMENT BY GENERAL CONTRACTOR. 4" PVC SLEEVE -PLACE © 12" MINIMUM DEPTH, <br />CAP WITH TEMPORARY ENDS BEFORE BURYING. DOCUMENT END LOCATIONS. <br />OCONCRETE ADA ACCESSIBLE RAMP. SEE DETAIL SHEET C5.1 <br />9O 4" CONCRETE WALK/PATIO SEE DETAIL ON SHEET C5.1. <br />10 CONCRETE RISER (7" MAX. HT, EA. STEP). SEE DETAIL, SHEET C5.1 <br />SINDOT CLASS III MINOR COMMERCIAL DRIVE ENTRANCE. REFER TO INDOT HIGHWAY PERMIT SHEETS FOR FURTHER DETAILS. <br />12 ALLEY SECTION, SEE CITY STD. DETAIL 2-10 (LAYOUT) AND 2-11 (SECTION). SLOPE TO DRAIN TO NEW INLET <br />STRUCTURES. <br />13 4" WIDE YELLOW PAVEMENT STRIPING <br />SSTRAIGHT CONC. CURB, SEE DETAIL, SHEET C5.1 <br />15 8" CONC. CURB, SEE DETAIL, SHEET C5.1 <br />16 6" COMMERCIAL CONCRETE DRIVE APPROACH, PER CITY STD., DETAIL 2-25 <br />17 ASPHALT PATH, REPLACE WITH SAME PAVEMENT SECTION AS EXISTING <br />18 RELOCATED LAMP POST. INSTALLATION AND ELECTRIC CONNECTION PER CITY OF SOUTH BEND STANDARDS AND <br />SPECIFICATIONS. REPAIR ANY DAMAGE TO ADJACENT ASPHALT WALK WITH SAME MATERIAL. <br />19 6'X6' CONCRETE PAD WITH BIKE RACK i3 <br />PROPOSED BIKE RACK: DUMOR, INC. BIKE RACK 1 <br />SERIES 290, COLOR: BLACK, SURFACE MOUNT. <br />SUITABLE FOR 2 BIKES, PLACE ON CONCRETE °' N <br />•� n <br />WALK PER MANUFACTURER STANDARDS AND w o v <br />SPECIFICATIONS. <br />40 1 °° ° a 1 <br />10 ° °� <br />24 0' <br />/r <br />W' 2 <br />WELLHEAD PROTECTION NOTE: <br />END <br />CURB ALIS L SITE <br />REQUIRED WELLHEAD PERMITS THROUGH EST. JOSEPH COUNTYCTION AREA. CONRACTOR SHALL OBTAIN <br />° <br />500, <br />16 3 <br /><8,�' 76`97' 3 \ ` R20.00 R��1' FD. R/W MARKER <br />-,> (HELD) LAYOUT PLAN <br />O, <br />DATE DRAWN BY: <br />gsAy ° °� ri/129/19 BEM <br />`59'9`T 11gy 6 \\S ° SCALE CHECKED BY: E <br />N. �� °\ <br />7922, TYP. \-\ 1 „ = 20' MJD 112� <br />e FILE # PROJ. MANGR: <br />� a � \ \ a 190105.5 MJD 5/10 <br />0 20' 40' 60' <br />SCALE 1" = 20' i <br />0 Copyright 2013 Danch, Horner <br />