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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 <br />BY DOCUMENT NUMBER 2019-15776 IN THE RECORDS OF THE <br />ST. 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 />STRUCTURE <br />CHART <br />STMH-2058 <br />CI-2503 <br />(FLOW LINE) <br />RIM <br />ELEVATION <br />= <br />738.99 <br />RIM <br />ELEVATION = 741.25 <br />I.E. <br />36" <br />RCP. <br />NE. <br />727.59 <br />I.E. <br />12" <br />CPP. SW. 737.35 <br />I.E. <br />12" <br />CPP. <br />NE. <br />733.79 <br />I.E. <br />12" <br />RCP. <br />SE. <br />730.69 <br />CI-2530 <br />(FLOW LINE) <br />I.E. <br />60" <br />RCP. <br />SW. <br />727.59 <br />RIM <br />ELEVATION = 738.97 <br />I.E. <br />30" <br />RCP. <br />NW. <br />729.09 <br />I.E. <br />12" <br />CPP. SW. 733.87 <br />CI-2546 <br />(FLOW LINE) <br />STMH-2115 <br />RIM <br />ELEVATION = 737.76 <br />RIM <br />ELEVATION <br />= <br />741.45 <br />I.E. <br />12" <br />RCP. SW. 732.86 <br />I.E. <br />36" <br />RCP. <br />NE. <br />728.55 <br />I.E. <br />12" <br />RCP. NW. 732.86 <br />I.E. <br />12" <br />CPP. <br />SE. <br />736.85 <br />I.E. <br />36" <br />RCP. <br />SW. <br />728.55 <br />I.E. <br />12" <br />RCP. <br />NW. <br />736.35 <br />EXISTING LEG E N D <br />0 SET P.K. NAIL <br />• FOUND IRON <br />SEf FLUSH, 5 8" <br />(M) MEASURED DISTANCE <br />PE R <br />IN. - 044 <br />(R) RECORD DISTANCE <br />MI. REG. #22436 <br />" <br />PINE TREE <br />BUSH <br />® GAS METER <br />� SOIL BORING <br />TREE <br />WO WATER MANHOLE <br />WATER METER <br />p END SECTION <br />CABLE PED. <br />FOUNTAIN/IRR. <br />ELEC. VAULT <br />0 PHONE PED. <br />0 <br />BOLLARD/POLE <br />❑E ELEC. TRANSFORMER E) ELEC. PED. <br />LIGHT POLE <br />T❑ PHONE VAULT <br />NO MAILBOX <br />UTILITY POLE <br />k xxxXX SPOT ELEVATION 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 />UHF <br />UCF ELECTRIC <br />® <br />DRYWELL <br />Ur <br />Ur PHONE <br />Uc <br />UG GAS <br />ss <br />SANITARY MANHOLE <br />cry <br />Cry CABLE TV <br />© <br />STORM MANHOLE <br />" <br />w WATER <br />Oa <br />CLEAN -OUT <br />Fo Fo <br />Fo FIBER OPTIC <br />® <br />FIBER OPTIC MANHOLE <br />- <br />= STORM LINE <br />SANITARY LINE <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 />/ / e <br />P� STMH-2115 <br />kX,>q-/// <br />-�503 <br />/ tK <br />G) <br />Qom' > \ <br />/ / G ° d° <br />gg /�NN <br />SAN-2701® SAA�N AN MN / <br />• IV <br />, , 3 <br />_ 11 1 W <br />W le / / ti� � ° P.O.B �pti`'� N 89.21'26" E 149.E <br />GAS GAS G/ S G '&S I + <br />�(a L6 I ° I_ 1 <br />I <br />tK/ <br />ILLID <br />AK-' / I <br />/ b <br />t, Uy I <br />~� <br />1A, <br />a <br />° <br />��'• 0 <br />A� /Cw <br />/ <br />.tK/A tK' tK':." <br />0'O / / / / / / / DEAD �+ <br />/d �p , <br />0 Q /� ob / <br />CK / / l / <br />/ � / / + <br />/ / �b <br />HALT AR1(IN <br />\ 1 <br />/Z <br />/+ / I <br />ti <br />\N11 CI5 <br />h <br />\\ \ 2 / � / / / AN <br />STMH-211 <br />\ TB M' 1 � <br />TEMPORARY BENCHMARK INFORMATION: / <br />VERTICAL DATUM ESTABLISHED BY A TWO (2) HOUR STATIC GPS OBSEVATION POST <br />PROCESSED BY OPUS (NAVD88) �� 4 j4 <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 a • A <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 />47 <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 />g 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 />Q SAME. <br />j <br />ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BE SUITABLE FOR REUSE <br />LOT 1 /tx , 9 / �h i 9) 14.00' PUBLIC ALLEY <br />C 0 R BY C 14.00' VACATED LLEY ❑ o' I tio� o' <br />BOULEVARD 0 0 0 0 R/W <br />'l <br />AND SOUTH 0j b, / / / �t i �FD. 3/4" LP <br />BEND AVENUE +� ��'h / / / / T.PED � ' �I (HELD) <br />ti <br />O FF%�y +4` DOC. NO. // / // / N� I E ALL <br />2019-15776Cn <br />110 <br />gD <br />�O \\ I o° <br />Ad <br />G <br />\ 1 <br />3� <br />9SA <br />yglTR <br />0 <br />o BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERS ON EXTENSION OF THIS <br />** CONTRACTOR SHALL REVIEW <br />ENTIRE PLAN gDygr <br />PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN <br />SET AND NOTIFY ENGINEER OF <br />DISCREPANCIES <br />n VERIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE <br />FOUND ON PLAN FOR FURTHER <br />CLARIFICATION <br />o SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY <br />AND/OR REVISIONS, PRIOR TO <br />CONSTRUCTION <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 />0 Copyright 2013 Danch, Horner & Associates, Inc. <br />f <br />4, <br />F <br />ti <br />0� <br />1 <br />N 89.25'45 GA%/ M� <br />1 on no R) <br />DEMOLITION KEYNOTES: <br />OA REMOVE EXISTING (HATCHED AREA) ASPHALT AND GRAVEL. REMOVE <br />DEBRIS FROM SITE AND DISPOSE PER LOCAL, STATE. AND FEDERAL LAWS. <br />O REMOVE EXISTING TREE AND STUMP. REMOVE DEBRIS FROM SITE AND DISPOSE <br />PER STATE AND FEDERAL LAWS. <br />OC REMOVE EXISTING UTILITY POLE AND LINE. COORDINATE WITH ELECTRIC COMPANY <br />FOR RELOCATION AND/OR REMOVAL. ALL WORK TO BE PERFORMED PER ELECTRIC <br />COMPANY STANDARDS AND SPECIFICATIONS. <br />O GUY WIRE TO BE REMOVED AND REPLACED WITH STRAIN POLE, BY UTILITY <br />COMPANY, WITHIN CURBED ISLAND. <br />EO COMMUNICATION PEDESTALS TO BE REMOVED AS NEEDED BY LOCAL <br />COMMUNICATION COMPANY. <br />FO REMOVE CONCRETE ENTRANCE DRIVE AND SIDEWALK FOR NEW DRIVE ENTRANCE. <br />OG PROTECT EXISTING TREE DURING DEMOLITION AND CONSTRUCTION. <br />OH REMOVE CONCRETE PAD WITHIN 12" OF RIGHT-OF-WAY. <br />lO RELOCATE EXISTING LAMP POST. REFER TO SHEET C1.1 FOR PROPOSED LOCATION. <br />GENERAL DEMOLITION NOTES: <br />1. LOCATE ALL SANITARY SEWER, STORM SEWER, DOMESTIC WATER, ELECTRICAL, AND <br />NATURAL GAS UTILITY CONNECTIONS WITHIN THE SITE. REMOVE UTILITIES BACK TO THE <br />RIGHT-OF-WAY LINE AND MAIN SERVICE LINE. INSTALL MEASURES FOR INDIVIDUAL <br />UTILITY LINES TO BE LOCATED FOR FUTURE ACCESS. <br />2. ANY DEMOLITION MATERIALS REMOVED FROM THE SITE ARE TO BE DISPOSED OF PER <br />LOCAL, STATE, AND FEDERAL LAWS OR ORDINANCES. <br />3. ANY DAMAGE OR DISTURBANCE FROM CONSTRUCTION ACTIVITIES, OUTSIDE THE AREA OF <br />DEMOLITION, IS TO BE REPAIRED TO ITS ORIGINAL CONDITION. <br />4. ALL EXISTING BUILDING TO REMAIN. PROTECT DURING DEMOLITION AND CONSTRUCTION. <br />SOILS LEGEND: <br />UgvA - URBAN LAND-TYNER COMPLEX, 0 TO 1 PERCENT SLOPES <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 />1 13.67' <br />CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING <br />Cl 1400.00' 175.95' 1 175.83' N 41.1 1 '39" E <br />DEMOLITION PLAN <br />0 20' 40' 60' <br />SCALE 1" = 20' <br />SURVEYORS & ENGINEERS: <br />DANCH, HARNER & ASSOCIATES, INC. <br />1643 COMMERCE DRIVE <br />SOUTH BEND, IN. 46628 <br />(574) 234-4003 <br />ATTN: MICHAEL DANCH <br />