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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 LEGEND <br />0 <br />SET P.K. NAIL <br />• FOUND IRON <br />SET FLUSH, 5/8" <br />(M) MEASURED DISTANCE <br />0 CAPPED REBARR 44 <br />(R) RECORD DISTANCE <br />MI. REG. #22436 <br />PINE TREE <br />BUSH <br />® GAS METER <br />SOIL BORING <br />TREE <br />OW WATER MANHOLE <br />0 WATER METER <br />END SECTION <br />�p CABLE PED. <br />FOUNTAIN/IRR. <br />ELEC. VAULT <br />PHONE PED. <br />o <br />BOLLARD/POLE <br />❑0 ELEC. TRANSFORMER EO ELEC. PED. <br />LIGHT POLE <br />T❑ PHONE VAULT <br />® MAILBOX <br />UTILITY POLE <br />xxxXX SPOT ELEVATION <br />0 A/C UNIT <br />k <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 />Uce <br />Uce ELECTRIC <br />® <br />DRYWELL <br />UT <br />UT PHONE <br />Uc <br />Uc GAS <br />©s <br />SANITARY MANHOLE <br />CTv <br />CTv CABLE TV <br />© <br />STORM MANHOLE <br />w <br />w WATER <br />Da <br />CLEAN —OUT <br />Fo Fo <br />Fo FIBER OPTIC <br />® <br />FIBER OPTIC MANHOLE <br />_ <br />= STORM LINE <br />SANITARY LINE <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 />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 />cn <br />cn <br />- �— ��aa � —saw <br />W 17 <br />GAS GAS SAS <br />EB <br />P� �j <br />P a / / - EA <br />/ 5 <br />/ <br />EA / <br />EB / <br />(39 <br />/ " �4 �c�`P / D <br /><� / <br />/ <br />° ° <br />a <br />STMH-2115� <br />/BM/1— <br />A <br />° a <br />d ^ � <br />a <br />d <br />EA <br />I <br />\ F <br />lT11019, <br />C.O. <br />\\ \ d\ \ \ <br />\ d <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 />'9S,o <br />"Po <br />/ <br />�\ W <br />S <br />�Q R/W LINE <br />D <br />/cnz ,,., <br />J z <br />D <br />C.O. <br />cn <br />D <br />cn <br />D <br />cn <br />P.P. DEf I cn <br />8 <br />\ <br />d \\ a <br />d d <br />a � � <br />\ <br />d \ <br />\ <br />con <br />c� <br />D <br />D <br />cn <br />G) <br />D <br />cn <br />c� <br />D <br />cn <br />D <br />cn <br />cn <br />D <br />cn <br />RYW FD. R/W MARKER <br />(HELD) <br />cn <br />D GA,A <br />UTILITY KEYNOTES: <br />INSTALL ALL UTILITIES PER SOUTH BEND ENGINEERING DETAILS AND <br />STANDARDS <br />0 4" CLASS 52 DIP (FIRE) WATER LINE AND 2"(DOMESTIC) WATER LINE. CONNECT TO EXISTING WATER <br />MAIN: INSTALL USING METHODS AND MATERIALS PER SOUTH BEND STANDARD SPECIFICATIONS. FIELD <br />VERIFY EXISTING WATER LINE LOCATION AND SIZE PRIOR TO CONSTRUCTION. SEE ARCHITECT'S <br />PLUMBING PLANS FOR VALVE, BACK —FLOW, AND METER REQUIREMENTS. FOLLOW SOUTH BEND'S <br />WATER DEPARTMENT GUIDELINES AND REQUIREMENTS FOR WATER WATER LINE TAP INSTALLATION. <br />COORDINATE CONNECTION INSTALLATION WITH INDOT, LAPORTE DISTRICT, FOR ALL WORK IN <br />RIGHT—OF—WAY. <br />BO 6" SANITARY SEWER CONNECTION: PER SOUTH BEND STANDARD DETAILS. CONTRACTOR TO FIELD <br />VERIFY LOCATION, SIZE, AND INVERT OF EXISTING SANITARY SEWER IN SR 23 PRIOR TO INSTALLATION. <br />NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO INSTALLATION. CONNECTIONS PER SOUTH BEND <br />STANDARD SPECIFICATIONS. ROAD REPAIR WITH SAME MATERIAL, INCLUDING ANY REINFORCEMENT TO <br />MATCH EXISTING ROAD SECTION PER INDOT SPECIFICATIONS. COORDINATE INSTALLATION OF SEWER <br />CONNECTION WITH INDOT, LAPORTE DISTRICT, AND CITY OF SOUTH BEND. INV. EL. 724.02f <br />O ELECTRIC SERVICE: "POWER CO." TO PROVIDE UNDERGROUND SERVICE. SERVICE TO BE ACTIVATED <br />AND EXTENDED TO SITE FROM NEAREST EXISTING SERVICE POINT. CONTRACTOR TO PROVIDE AND <br />INSTALL CONDUIT TO NEW CONNECTION PER POWER CO. REQUIREMENTS. SEE ARCHITECTURAL SHEETS <br />FOR ELECTRICAL SCHEDULES AND DETAILS. <br />O GAS SERVICE: 'GAS COMPANY" TO PROVIDE SERVICE FROM NEAREST EXISTING GAS MAIN LINE <br />LOCATION. CONNECTION TO GAS METER BY "GAS COMPANY". GAS SERVICE LINE SHOWN IS <br />APPROXIMATE. TO EXISTING MAIN LOCATION <br />O TELEPHONE/COMMUNICATIONS SERVICE: "TELEPHONE CO." TO PROVIDE UNDERGROUND SERVICE. <br />CONTRACTOR TO PROVIDE AND INSTALL 4" CONDUIT TO NEW CONNECTION LOCATION AS DETERMINED <br />BY OWNER/ARCHITECT. <br />0 FDC SIAMESE CONNECTION. REFER TO ARCHITECTURAL/PLUMBING PLANS FOR DETAILS AND <br />SPECIFICATIONS <br />UTILITY 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 />0 Copyright 2013 Danch, Horner <br />