Loading...
HomeMy WebLinkAboutS000 Site Survey2 1 3 4 1 5 1 6 1 7 1 8 0 10 12 13 14 15 N A 1.9 C 0 E REBAR WITH "SCHNEIDER" CAP 2.4' WEST & 0.2' SOUTH OF CORNER SANITARY MH TC:828.01 BOLTED DOWN DID NOT MEASURE DOUGLAS SOLMOS INSTR. NO, 2018-58536 VINYL FENCE 1.5' NORTHWEST 648.00'(R) OF LINE N89' 49' 12"E 646.11'(M) S. 1/4 CORNER SEC. 36-T18N-R3E HARRISON MONUMENT - - - - - - SW 50' 06"W_2655.67' v a 0 0 N NE COR, NE 1/4 SEC. 1-T17N-R3E ESTABLISHED FROM PRIOR SURVEY - AREA UNDER CONSTRUCTION 1 a � POINT OF BEGINNING xa�a' �N� ^�s 6 3 6 I 35' PVMTf x G a• ° � �. � .ya ,5 � °2 �- o 3 10' ER EAS�yhilT xa"92 x G GAS PIPELINE RIGF OFSWAY 5 �5a xaa xazy5--ftTSTR. NO. 8 2�fi95 n �Q 1 , st " BK. 80, P�� 34-49 x xa %a�5- xa2 I �,�, ,p a� l �a GAS IPELINE RIGHT 7F%AAY $yA a x 1- ST1�Cp xa xaz ' BK. 0,-PG. 34-49 + a a� ' a� aAb xa6'� R �R . �ry xa�� 6 xa 5 x¢�1 r �- _"' N� EqS grt2 J cam-+ �P SANITARY MH S SS-�a�`'- `��$�- x 2 S Sjj F+��A��� S� a� _ `A TC: 821.98 `xt, K x$��• x 33 - xa�°� �r�SS AS S S5 12"PVC(W):800.04 % \ / 2�y $2� SANITARY MH ' I, 12"PVC(Sj:799.84 L6 ° 82� ti 6� a$ xa TC!822.53 x�� / x+ xa�a o PC;" ' xa26$ 25 xa�y' $� ,h 1O'x12' g ��� J� z° y 1PVC(W):800.63 1 I � C ,BUILDING xa x xa� x���' x12"PVC(E):800.� xa g� I 40.0 a 6"PVC(N):8 .43 $�9 x 827 826 -F`48" CONCRETE az� xa�'e �52 x ass' a N GARAGE C4 x$�- TBM 1� ' $� '' a�{ ° sz�- 1 �r ti� "$ 39.9' a- x$�g x$.a xa� xaz az6 + �� POOL AREPa°265 rn, x$z� IIa �� r- X, 1 xa *YL. F y a2� �°$ $.$'q°� 6� ,$ ti a��z aT2' �.y I � x a�naE 26 GATE 24.3' t �' ray 1 , xa �!] � %� ��,� - '�gti' • > ��� ' � N 6 � a � `� ,a�1 • / � � 1 � $�1- z g1 a�� p ^7 e ° 3.7' NORTHWEST r $ 5 N x a' I �� a -821� x ,�y / 1g' xa� �Sa o i z max$ c' + zatl N a o� OF LINE , 71.6' !s g �ETAINIydG WALL ° J 0 �a °� �� v° pa' 2 rn S• 1 f/ _820 g xa / - g 18.8' 12.7' a�� ~� x$N� o a��s EXISTING HOUSE 4 0, 2fi.1' xa .N ��4 - 820- xaxa 6 ��� 4.6' a2 �. z°• xa� ,a? 1 z _N �9. G 70.5 a 6,846 S.F. (FOOTPRINT) BRK xa -- 821- x$2o`'1 a 3� a. ����� ?s. +IEIGHT=25.5' tiya6 ya 822- av2� �9� �5 xa�� �` �3. ' 2.7 7.3 "lam xa x$ 1 xa� % . �a ° x$ G, ati x o 53.fi' xa x$ a' z o °y �$� a� `�' xa RET c wALL:�- GREGORY & MICAH ELLEN ROBBINS r C''x $� 5, caNCRETE �. ++��L ��� INSTRUMENT NO. 8606952 , + ��cn 'Id ,' xa2� 1 • $� x 8��' 6s + 28 �y� 823 x� ' �6 �4. $� aI $z $ CDNC w K $� �� .$�� $`� J + 24• 0- ` 11400 WESTFIELD BOULEVARD x$A x ,� ,g°6 95� GRA E & IT S a�6r ` 4.58 AC. t DE a a a�6 -, � � sg x z�6 Q¢ ,a�6 ° x 0 xa�y2 8�5a�a� �g�" xg 1 l xa�°� LANDSCAPE A BASKETBALL L x Pb xa�a5 x$��5 xa�� 1 x$� + xa16 o U) O �C] �a rn Of HOOP xa a��y, ° xa x$�af, P , +48" REBAR WITH "SCHNEIDER" C)4"' - LLJ �g CAP 0.4' NORTH OF CORNER x BURN BA x $ +48' xa25�A'S91� any �� r xazy� - / , xa $a xa1� D ra , Ov NA, m W�O� DEBRIS P E �a19, ��6� -�+aa' � _ / xa� � � � +1 \ � a$ � $,N$p $�g xb DSCAPE AREA , a a _ F �� r x1b N 8� +x016g R7 ° ��a� i x 9 xa�_ A x �$ x8 ��6g x � A� g Ll.l Ns "' 5 12" MP WEND SECTION J a B2 ��� 2� x$ a a + 2 ' 2� x$ a 1 ' x INV 815 4 VINYL FENCE 2.2' SOUTH & 829.6 0.9' WEST OF LINE 6R9 REBAR WITH "SCHNEIDER„ CAP 4.7' SOUTH & 0.2' EAST OF CORNER G H J K L CARMEL CLAY PARKS BUILDING CORPORATION INSTR. NO. 2011-25019 REBAR WITH "SCHNEIDER"Y/X CAP AT CORNER xaL�' xS� �65� �.& n x �1• 2� x �9 �24 $�L `�6 �5 _817 b ]" F- x$2 xa2 3 6 6 ?6 7° y ugh r4� a� ry °� r- 1- 4� [/7 xe ?' a�� ASLJ PHALT �� �� Ni 817 - Tg I� + + VINYL FENCE ,��� � VINYL FENCE N88' 02' 24-W 695 0Q, xa xa'' a'� xa`'' � a 2.9' SOUTH & %$� x$, " ' 1.1' EAST OF LINE ORIGINATING BENCHMARK HAMILTON COUNTY SURVEYOR'S OFFICE VERTICAL CONTROL STATION Y 42 - CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FEET SOUTH OF 111TH STREET ELEVATION = 838.62 (NAVD 88) TEMPORARY BENCHMARK #1 (TBM #1) TOP OF CASTING OF SANITARY SEWER MANHOLE LOCATED APPROXIMATELY 340' WEST OF WESTFIELD BOULEVARD NEAR NORTH LINE OF PARCEL ELEVATION = 822.53 (NAVD 88) TEMPORARY BENCHMARK #2 (TBM #2) TOP OF CASTING OF SANITARY SEWER MANHOLE LOCATED APPROXIMATELY 115' SOUTH OF SOUTHEAST CORNER OF SITE IN WESTFIELD BOULEVARD ELEVATION = 818.12 (NAVD 88) ND DESCRIPTION THAT PART OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION ONE (1), TOWNSHIP SEVENTEEN (17) NORTH, RANGE THREE (3) EAST, IN HAMILTON COUNTY, INDIANA, BOUNDED AS FOLLOWS: BEGINNING AT A POINT 1200 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SECTION RUNS SOUTH 301 FEET TO THE SOUTHEAST CORNER OF NORTH HALF OF SAID QUARTER SECTION THENCE WEST 795 FEET TO THE TRACTION COMPANY'S LINE OF RIGHT-OF-WAY; THENCE IN A NORTHEASTERLY DIRECTION ALONG SAID LINE TO A POINT 1200 FEET SOUTH OF THE NORTH LINE OF SAID SECTION, THENCE EAST 648.00 FEET TO THE PLACE OF BEGINNING, CONTAINING 4.92 ACRES. EXCEPT: BEGINNING AT THE SOUTHEAST CORNER OF SAID NORTH HALF QUARTER SECTION, RUN THENCE NORTH ALONG THE EAST LINE OF SAID NORTH HALF QUARTER SECTION 6.00 FEET; THENCE WEST PARALLEL TO AND 6.00 FEET DISTANT NORTH FROM THE SOUTH LINE OF SAID NORTH HALF QUARTER SECTION 696.00 FEET TO A POINT; THENCE NORTHWESTERLY ON A FORWARD DEFLECTION ANGLE TO THE RIGHT OF 23 DEGREES 48 MINUTES A DISTANCE OF 82.98 FEET TO A POINT IN THE EAST RIGHT-OF-WAY UNE OF AN ABANDONED TRACTION LINE, THENCE SOUTHWESTERLY ALONG SAID EAST RIGHT-OF-WAY LINE 45.51 FEET TO THE INTERSECTION OF SAID RIGHT-OF-WAY LINE AND THE SOUTH LINE OF SAID HALF QUARTER SECTION, THENCE EAST ALONG THE SOUTH LINE OF AFORESAID HALF QUARTER SECTION 795.00 FEET TO THE PLACE OF BEGINNING, CONTAINING 0,154 ACRE, MORE OR LESS, CONTAINING AFTER SAID EXCEPTION 4.77 ACRES, MORE OR LESS. THE PLANIMETRIC DATA WAS GATHERED USING SURVEY GRADE GPS AND STANDARD RADIAL SURVEYING TECHNIQUES WITH AN ELECTRONIC INSTRUMENT WITH DATA COLLECTOR. THE FOLLOWING PARAGRAPHS ARE OBSERVATIONS AND OPINIONS REGARDING THE UNCERTAINTIES IN THE LOCATIONS OF MONUMENTS BOTH FOUND AND SET, RECORD DOCUMENTS AND THE DEED LINES AS ESTABLISHED OR REESTABLISHED BY THIS SURVEY, AND AS INTRODUCED BY PROBABLE RANDOM ERRORS IN THE MEASUREMENTS MADE DUE TO THE INSTRUMENTATION AND TECHNIQUES EMPLOYED (RELATIVE POSITIONAL ACCURACY). THE SURVEY MAY SHOW DIFFERENCES BETWEEN THE RECORD (R) AND THE MEASURED (M) DIMENSIONS ALONG THE DEED LINES. THERE MAY BE DIFFERENCES BETWEEN LINES OF OCCUPATION (POSSESSION) AND THE DEED LINES AS SHOWN ON THIS SURVEY. THE PURPOSE OF THIS PROJECT WAS TO PERFORM A BOUNDARY RETRACEMENT SURVEY ON THE REAL ESTATE THAT HAS BEEN DESCRIBED HEREIN. MONUMENTS MONUMENTS WERE SET OR FOUND DURING THE COURSE OF THIS SURVEY THOSE SET IN THE GROUND ARE 5 8" REBAR WITH YELLOW PLASTIC CAPS / STAMPED "K&G LS FIRM 0141 ", UNLESS OTHERWISE NOTED. MONUMENTS SET IN HARD SURFACED AREAS, SUCH AS ASPHALT, ARE AS INDICATED ON THE DRAWING AND HAVE A WASHER STAMPED "K&G LS 0141" WHERE POSSIBLE. THERE MAY BE 5/8" REBAR WITH RED PLASTIC CAPS STAMPED -CONTROL POINT", WOODEN STAKES, OR SPIKE NAILS FOUND ON OR NEAR THE SUBJECT REAL ESTATE. THESE ARE WORKING POINTS AND SHOULD NOT BE CONFUSED WITH MONUMENTS MARKING THE BOUNDARIES OF THE SUBJECT PROPERTY. MONUMENTS FOUND AT OR NEAR THE DEED CORNERS, OR ALONG THE DEED LINES OF THE SUBJECT REAL ESTATE ARE INDICATED ON THE DRAWING. BECAUSE THE DIFFERENCE IS DEEMED INSIGNIFICANT, MONUMENTS WERE NOT SET IN THOSE CASES WHERE A FOUND MONUMENT WAS NOT IN EXACT AGREEMENT WITH THIS SURVEY, BUT WITHIN THE TOLERANCES REQUIRED FOR A CERTAIN CLASS OF SURVEY. THE DIFFERENCE MAY BE SHOWN ON THE SURVEY TO ACCENTUATE THE UNCERTAINTY OF THAT MONUMENT. IN THOSE CASES WHERE THE DIFFERENCE IS GREATER THAN THE RELATIVE POSITIONAL ACCURACY OR UNCERTAINTY IN CONTROLLING MONUMENTS, CAUTION SHOULD BE EXERCISED BEFORE MAKING ANY IMPROVEMENTS ALONG THE LINES AFFECTED. THOSE UNCERTAINTIES CONSIDERED TO BE SIGNIFICANT ARE DISCUSSED BELOW. THE MONUMENTS ESTABLISHED AT THE CORNERS OF THE SUBJECT REAL ESTATE ARE WITHIN THE ACCEPTABLE RELATIVE POSITIONAL SPECIFICATIONS FOR A SUBURBAN SURVEY, 0.13 FEET + 100 PPM AS DEFINED IN 865 IAC 1-12-7. THE SUBJECT REAL ESTATE IS LOCATED WITHIN A PLATTED SUBDIVISION WHERE ORIGINAL MONUMENTS WERE FOUND. SURVEY MONUMENTS FOUND MARKING LINES ON AND AROUND THE SUBJECT REAL ESTATE WERE USED TO ESTABLISH THE LINES SHOWN ON THE SURVEY. THE FOLLOWING MONUMENTS WERE UTILIZED FOR THIS SURVEY: SE COR, NE 1/4, SEC 1-T17N-R3E - HARRISON MONUMENT FOUND PER COUNTY SURVEYOR TIES NE COR, NE 1/4, SEC 1-T17N-R3E - ESTABLISHED FROM PREVIOUS KUHN & GUSTAFSON SURVEY - AREA UNDER CONSTRUCTION CARMEL CLAY PARKS BUILDING CORPORATION INSTR. NO. 2011-25019 NW CDR, NE 1/4, SEC 1-T17N-R3E - HARRISON MONUMENT FOUND PER COUNTY SURVEYOR TIES SW COR, NE 1/4, SEC 1-T17N-R3E - ESTABLISHED FROM PREVIOUS KUHN & GUSTAFSON SURVEY REBAR WITH "SCHNEIDER" CAP AT SOUTHWEST CORNER OF SURVEY PARCEL THE THEORY OF LOCATION APPLIED FOR THIS PROJECT IS AS FOLLOWS: THE PERIMETER OF THE SURVEYED TRACT WAS ESTABLISHED RELATIVE TO THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 1 AND THE EAST LINE OF THE MONON TRAIL. THE NORTHEAST CORNER OF THE SITE WAS ESTABLISHED RECORD DISTANCE SOUTH OF THE NORTHEAST CORNER OF THE NORTHEAST QUARTER, THE SOUTH AND WEST LINES WERE ESTABLISHED AS SHOWN ON A SURVEY BY THE SCHNEIDER CORPORATION RECORDED AS INSTRUMENT NO. 200000038787. SAID SURVEY ESTABLISHED THE EAST LINE OF THE MONON TRAIL. THE NORTH LINE WAS ESTABLISHED BY CONNECTING THE NORTHEAST CORNER WEST TO THE EAST LINE OF THE MONON TRAIL. IT IS THIS LAND SURVEYOR'S PROFESSIONAL OPINION THAT THE CAUSE AND THE AMOUNT OF UNCERTAINTY IN THESE LINES AND CORNERS IS DUE TO THE FOLLOWING: AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS - + 4.7' DUE TO ACCESSORY MONUMENTATION OCCUPATION OR POSSESSION LINES -IMPROVEMENTS FOR WESTFIELD BOULEVARD LIE ALONG THE EAST LINE. -A VINYL FENCE LIES FROM 2.9' SOUTH TO 0.7' NORTH OF THE SOUTH LINE. -A VINYL FENCE LIES FROM 0.9' TO 3.7' WEST OF THE EAST LINE A SANIITARY SEWER LINE LIES ALONG THE NORTHERLY PORTION OF THE SURVEYED PARCEL. NO RECORD EASEMENT WAS FOUND FOR THIS UTILITY LINE. CLARITY OR AMBIGUITY OF THE RECORD DESCRIPTIONS: - NONE APPARENT LAND SURVEYOR'S NOTES NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS MADE AS TO THE ACCURACY AND/OR COMPLETENESS OF INFORMATION PROVIDED BY GOVERNMENTAL VINYL FENCE J 0.7' NORTH OF LINE 12-CMP W/END SECTION INV:815.14 6 9 w 45.5' PVMT f1 0 Ix Ln I NI TBM #2 I SANITARY MH TC:818.12 12"PVC(N):794.17 12"PVC(S):794.07 8"PVC(E):794.122 I SW COR, NE 1/4 SEC. 1-T17N-R3E RAILROAD SPIKE FOUND o ;r, " 0.3' BELOW GRADE N v V) N88' 14' 32"W 2679.42' AUTHORITIES AND/OR THIRD PARTIES, OR AS TO ITS FITNESS FOR ANY PARTICULAR PURPOSE OR USE, INCLUDING BUT NOT LIMITED TO INFORMATION PRESENTED ON ZONING, SETBACK REQUIREMENTS, FLOOD HAZARD ZONES AND WETLANDS AREA(S). IN NO EVENT WILL KUHN & GUSTAFSON LAND SURVEYING, INC., ITS EMPLOYEES, AGENTS, AND/OR ASSIGNS, BE LIABLE FOR ANY DAMAGES ARISING OUT OF THE FURNISHING AND/OR USE OF SUCH INFORMATION. ALONG ANY LINE WHERE A DEED CAP OR OVERLAP OR INCONSISTENCY IN LINE OF OCCUPATION OCCURS, UNWRITTEN RIGHTS MAY BE AVAILABLE TO THE SUBJECT AND/OR THE ADJOINING REAL ESTATES. FLOOD INFORMATION NOTE FLOOD STATUS INFORMATION WAS OBTAINED USING FLOOD INSURANCE RATE MAPS (FIRM) PROVIDED BY THE UNITED STATES DEPARTMENT OF HOMELAND SECURITY, FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON THEIR WEBSITE, LOCATED AT HTTP://MSC.FEMA.GOV/. THE SUBJECT REAL ESTATE DESCRIBED HEREON WAS SCALED ON THE FIRM MAP OF HAMILTON COUNTY, INDIANA, MAP NUMBER 18057CO209G, DATED NOVEMBER 19, 2014, AND WAS FOUND TO BE LOCATED IN FLOOD ZONE X, BEING WITHIN COMMUNITY PANEL NUMBER 180081. THE ACCURACY OF ANY FLOOD HAZARD DATA SHOWN ON THIS LAND SURVEY IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP. THIS CERTIFICATION IS RESTRICTED TO A REVIEW OF THE FIRM NOTED ABOVE AND SHALL NOT BE CONSTRUED AS A CONFIRMATION OR DENIAL OF FLOODING POTENTIAL. TITLE INSURANCE COMPANY COMMITMENT NOTE NO TITLE COMMITMENT WAS PROVIDED FOR REVIEW AS PART OF THIS SURVEY. CURRENT OWNERSHIP FOR THE SUBJECT AND ADJOINING REAL ESTATES ARE SHOWN PER COUNTY ASSESSOR RECORDS, AND ANY DOCUMENTS LISTED HEREON CAN BE OBTAINED FROM THE COUNTY RECORDER'S OFFICE. SE CDR, NE 1/4 SEC. 1-T17N-R3E HARRISON MONUMENT CERTIFICATE OF LAND SURVEY 0 20 40 80 SCALE: 1 "=40' LEGEND ® AIR CONDITIONER Q CABLE TV MANHOLE 0 BOLLARD ® CHILLED WATER MANHOLE Q BUSH Q ELECTRIC MANHOLE ® CLEANOUT (STORM/SANITARY) © GAS MANHOLE ❑TV CABLE TV PEDESTAL ® SANITARY SEWER MANHOLE CONIFEROUS TREE ® STORM SEWER MANHOLE ® COMMUNICATIONS MARKER TELEPHONE MANHOLE ® DOWN SPOUT / ROOF DRAIN Q TRAFFIC MANHOLE Q WATER MANHOLE DECIDUOUS TREE ® MONITORING WELL ELECTRIC CONTROL BOX ORNAMENTAL GRASS ELECTRIC METER ® POLICE/FIRE CALL BOX E❑ ELECTRIC PEDESTAL/RISER Po POST INDICATOR VALVE o FIRE DEPARTMENT CONNECTION PARKING LOT LIGHT FIRE HYDRANT ® PETROLEUM PIPELINE MARKFR PFLOOD LIGHT • POST FLAGPOLESATTELITE DISH ® FIBER OPTIC MARKER '58 SOIL BORING ---A GUY ANCHOR SPRINKLER CONTROL VALVE ©G GENERATOR SIGN ® GAS LINE MARKER SPRINKLER HEAD ® GAS METER p SUB SURFACE DRAIN LATERAL GATPOST GAS EVALVE W SAN SEWER STUB MARKER ® 0� GUY POLE � SEPTIC TANK LID 'Sp STAND PIPE ADA PARKING SYMBOL )1( TELEPHONE CONTROL BOX © CABLE TV HANDHOLE T TELEPHONE PEDESTAL ID ELECTRIC HANDHOLE ELECTRIC TRANSFORMER EM FIBER OPTIC HANDHOLE TRAFFIC SIGNAL POLE m TELEPHONE HANDHOLE UTILITY POLE IS TRAFFIC CONTROL HANDHOLE r VENT PIPE ® ® STORM INLET WELL ® CURB INLET ® WATER METER ® LID (MISC. UTILITY) WHEEL STOP Q LIFT STATION LIGHT POLE WATER SHUT OFF VALVE MAILBOX WATER VALVE MISC. MANHOLE j YARD LIGHT EDGE OF WATER / FLOWLINE / SWALE J EDGE OF WOODS W WATER LINE STM- STORM SEWER PIPE SS SANITARY SEWER PIPE G UNDERGROUND GAS LINE E UNDERGROUND ELECTRIC FO FIBER OPTIC LINE Cam- COMMUNICATIONS LINE CATV CABLE TELEVISION LINE T TELEPHONE LINE -OH OH- OVERHEAD UTILITIES UNK UNKNOWN UTILITY o CHAIN LINK FENCE x WOVEN WIRE FENCE 1 WOOD BOARD FENCE WROUGHT IRON FENCE T r GUARDRAIL ® FOUND CORNER (REFER TO SURVEY FOR DESCRIPTION) 9 SET CORNER (REFER TO SURVEY FOR DESCRIPTION) 0 BENCHMARK ® CONCRETE MONUMENT FOUND E CONCRETE MONUMENT SET Q HARRISON MONUMENT ❑ MONUMENT ® RIGHT-OF-WAY MONUMENT XX ## OF PARKING SPACES THIS IS TO CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS AS SET FORTH IN 865 IAC. 1-12-7, AND THE WITHIN PLAT AND REPORT REPRESENTS THE RESULTS OF A SUBURBAN SURVEY, AS DEFINED THEREIN, COMPLETED IN THE FIELD UNDER MY DIRECT SUPERVISION, ON DECEMBER 6, 2022, DATE OF PLAT OR MAP: REGISTERED LAND SURVEYOR OF THE STATE OF INDIANA REGISTRATION NUMBER LS20500007 Land Surveying, S PO BOX 74 ZIONSVILLE, IN 46077 (317)654-8829 PROJECT LOCATED IN: 11400 WESTFIELD BOULEVARD SEC.1-T17N-R3E HAMILTON COUNTY, IN BOUNDARY & TOPOGRAPHIC SURVEY a:VIJ.►ONa40]:0 KEVIN SILVIUS 40 E. BLOOMFIELD LANE WESTFIELD, INDIANA 46074 1 REV. # I DATE I REVISION DESCRIPTION 1 PROFORMA COPY 1 J Know what�s below. Call berore you dig. Approved By: B K Drawn By: JG Date of Last Field Work: 12/06/2022 Date Plotted: 05130/2023 Project Number: 210231 Sheet Number 1 of 1