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Home My WebLink About043-01 ALTA ACSM Land Title Survey Situation Survey pg 2L K J G U A 2 VICINITY MAP 3 Scale: 1' = 2000' ASSUMED NORTH SCALE 1" = 20' 20 0 10 20 40 Title Commitment Notes per First American Title Insurance Company Commitment No. 06009438 -450 doted November 21, 2000 11. A gas line easement recorded as Miscellaneous Record 93, page 1 does not lie on the subject tract (approx. 150' east). Said easement is shown in a prior survey by American Consulting Engineers dated 9/8/78. 12. The subject tract is subject to an Electric Underground Coble Line Easement as recorded in Deed Record 255, page 313. Said easement is shown on the survey. 13. The subject tract is subject to an Electric Underground Cable Line Easement as recorded in Deed Record 269, page 131. Said easement is shown on the survey. 14. The subject tract is subject to on Electric Underground Cable Line Easement as recorded in Deed Record 279, page 56. Said easement is shown on the survey. 15. The parent tract includes the subject tract and is subject to on Agreement for Rescission and Cancellation and Restatement as recorded in Miscellaneous Record 147, page 560. There ore no plotloble easements contained in said document. 16. The subject tract is subject to a Gas Line Easement as recorded in Deed Record 301, page 60. Said easement is shown on the survey. 18. The subject tract is subject to a Water Line Easement as recorded in Deed Record 306, page 419. Said easement is shown on the survey. 21. The subject tract is subject to Utility Easements over the north and west 15 feet of the subject tract per Deed Record 302, page 380. Said easement is shown on the survey. ? IN 5 7 I KEYSTONE SQUARE SHOPPING CENTER COMPANY 1'1 e Cl in 11 12 13 14 15 DEED BOOK 272, PAGE 370 II MCL, INC. �TX AAC�E�-0�1. �� SANITARY MANHOLE DEED BOOK 30- PAGE 213 Oo TC= 826.07 TAX PARCEL N0. 16- 10- 31- 00 -00- 016.006 16 -1 1- 0 o` A INK 6" CLAY .RIPE E 8822.22 II OR�o�� OLroR� �Lo-,�� ZONED 68 ��hUo 1 �1.. '�` 0`�� +101 �- INK 6` Y PIPE W= 0ti + + + sb`ti O 0�� SANITARY MANHOLE + TC= 825.59 3 c�LO° eK1 `o°1 yh �1 - Qc .•...�1�' INV. 6" CLAY PIPE NE= 820.01 I ..ACCESS COVER.( ARY O��L�O 0��`O� 0�0tih 0�h�a �`1...... E...... 01 ....... ......' N.. . INV. 6" CLAY PIPE SE= 819 -94 - -... �IAG NAIL 6 °� COM►ION. USE DRIVEWAY. �.. �� ah ....'.'.'.. '..'.ASPFW.T.'.'.'... .,L�.. �� .. .... ...... ..... . CONNECTION UNK OWN... �.... c�`?... �r1... tip' ec •• ..........................�. ,1. y .. . INV. 3 "1 CLAY PIPE W= 817.99 .. �''.. Q WASHER .SET.. 0Lg`L.. ..ND EASEMENTS ON.TTTL ?l.g`L.......... 0`L c�`L ... ..... N . 5/8' REBAR FOUND .... ........ ............... .. P1IC. =8�q� tl {..�`�........'.. h - . 2' GAS. GAS. AMI .' ...................... ....... ..... .. FENCE 0.3'W NO MONUMENT �� .. ... .... ..... 1�1 _`�� _ �.. IS. �� ........ .... ^�� ...... �b'1 6 , . ..� S.. �.' -�.�L ..� �..... + ......... ... . ` e ��. CONORETE G.... y �1 . h�...'.'.'.'..:..' .'.�`� .�a�`?°�........ .... ±�� 5 ............. k °. r�.. 0ps .. _` �.. . IILANDSCAPE T1-41 4>� ..... �l �`�. �@ .. � �`� ............. . .�'� ... g� ,b �� ........... ...... s1. . ........ STI LEI �iALLS ON CORNER. { .+ y 0 CONCRETE WALK � . - TC =82T z �-... - + ,,. 0 o CRETE t SANITARY MANHOLE T P�£1 Al T O z TC= 824.94 �� `�' ; .. 41t`�. v�. ............. .. 0 Lk..�1 ....... tica.�S°' SI AY + 0 '1P .. ... ..:. a MAW tRASS INV. (UNKNOWN PIPE TYPE, SIZE) II PVMT:•ON'.LINE ` T:. 2..9.$ 7:J� v ,AREA a o�i goo 5.�.. ' .. ......'.'. '......'.........�........:.:. a N= 803.51 �, .��e -- --- /8' REBAR f .. . ' WINO FENCE CONC. PAD 8'x4.2' WALL yr°h¢� ..... Z T .. INV. 10" CLAY PIPE E= 817.44 °........ .. .... Q3'E, 0.1.N :....' .......... ...... X.. '.'.'.'.'.'.'.'.'. .'.'.'.'.. -� -- e+io°....._ _, ...... ........... �`'� STONE e� STONE `ti`O a INV. (UNKNOWN PIPE TYPE. SIZE) II ... '"' . _ ' ............ .... _ -� ia... ....121,4. . S= 803.51 II ..... . ac 41 .. 62: T k ...... . ............. 0 r% f........'... �� a 6'.'..'. . ...... .................. . . .......... :'.':':':. .................. .:: : :'::::. 29.9'.. .. GRASS . r _ .: ....... :: : ::'.'.'...'.. 1 "NOBLE RO AN " .... I. .. ... d? .... ......... .. .... ............. ^� ti� �, Ii ::: :...._..,.... o° Z .. '� ...... �rO °....... ... �. O. < k� ....'.'.'.'.'.'...... W �� rL. oz �,'�....... .. �... .o .& .......... O%. �. ..... d ... ...... / 1422 KEYSTONE WAY ......:'............ '.. 01- ............. ti• . ti +. ..... 1 ................. ELECTRIC 0 ti 4s.....,o ..... '1,ti0� .......... 0 1#' k ........ G. -- tF ONE STORY MASONRY BUILDING } ................ + 0 0 ............ ....................:. CONTROL. EIOX I .c ..... >t 0....'..'.'.'..'.'.'. ......... ............................... FINISHED FLOOR ELEVATION= �,� ti W AStaiiAL1.'. ..... ..... I ......... Q; N.... .. ya. i MAXIMUM HEIGHT -18.5 .. ..':':.:' :' :' :' :' :' :' :''. '- :•:•:.. :•:•;- :•: -:... = k..... �... ... ..h.'....... L.. GR 7.4' ..... ..... �ti..... 0 ONE STORY BLOCK °. I. 0ti � ....... ............... + ..... FENCE ON LINE �� .... ............... E. 27.9 21.4' ...' '. +.'...... �'tiV . . BUILDING a ...... wi� .. .....OVERHANG 1 °� ° - 17 5' 'r 0' , 113 9. s� � � 7. ? :: :'... �.'.'. ... �ti. .....:...�.:• . _• - - �..... .: 00 0� �� moo. n1 _ rib ..... a'L ........ a .:1. . ................. � 1 ASPHALT I Benchmark Information BM - (HM 28) Copperweld in steel casing at the intersection of 116th Street & Rongeline Road Elevation = 819.78 (NGVD 29) TBM 11 - Cut "x" north side of concrete area light base located in southeast corner of subject tract, west of the pavement of Keystone Way Elevation = 823.68 TBM #2 - Cut 'x" north side of concrete area light base located north of northeast corner of subject tract, west of the pavement of Keystone Way (MCL Cafeteria parking lot) Elevation = 824.36 Parkin9�Srlace Totals 2 Handicap Spaces 48 Regular Spaces 50 Total Parking Spaces Zoning Requirements Minimum Front Yard Setback - 25 feet Minimum Side Yard Setback - 10 feet Minimum Reor Yard Setback - 10 feet TAX PAP C�L�IS3A/0 ;t 6� 1 HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Cable Television Time Warner Coble 516 E. Carmel Drive Carmel, Indiana 46032 (317)848 -4726 (Jason Kkkmon) Electric Cinergy (PSI) 1441 S. Gifford Carmel, Indiana 46032 (317)581 -3027 (Moriea Coonce) Sanitary Sewer Clay Township Regional Waste District 10755 North College Avenue Cormel, Indiana 46032 (317) 844 -9200 Storm Sewer City of Carmel City Hall, 1 Civic Square Carmel, Indians 46032 (317) 571 -2441 Gas Indiana Gas Company 15900 Allisonvilie Road Noblesville, Indiana 46060 (317)776 -5534 (Don Purdue) Water Carmel Utility Deportment One Civic Square Carmel, Indiana 46032 (317) 571 -2442 Telephone Ameritech 220 North Meridian Street Indianapolis, Indiana 46204 265 -4878 or 1- 800 -382 -5544 Streets City of Cormel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571 -2441 Utility Hotline: within Indiana 1- 800 - 382 -5544 Note 5/8" REBAR W /YELLOW CAP FOUND OAX 01N 5/8" REBAR FOUND 0.3'W, 0.9'N :NCE 0.2'W 5/8" REBAR FOUND 0.6W, 13.4'S The nature, size and location of utRities ore per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. A separate Utility Report was created as a part of the within survey. This report details our interaction with the various utility companies, contains copies of the various utility plans and may provide an indication of the accuracy of the location of the utiliVes shown hereon. One copy of this report was provided with the final copies of this survey to the client. Please contact Schneider Engineering Corp. If additional copies are required. • ^ �n 17 1Z to r, LEGEN CD �+ E St < r oCoCLEANOUT 0 AREA LIGHT o- ---/ UTILITY POLE WITH GUY WIRE o '-\-Ji) FLAG POLE ® TRAFFIC POLE oD UTILITY PEDESTAL Ca •I c H • 9 -►a- UTILITY VALVE 17 HYDRANT X -C WATER VALVE t 1`� a a - GAS VALVE OG GAS METER J Mo a It Or i • �! TREE; SHRUB, STUMP or BENCHMARK h wk � SOIL BORING -- - - - - - - - OVERHEAD UTILITY LINES TV - E UNDERGROUND ELECTRIC LINES -- T UNDERGROUND TELEPHONE LINES F uman or G UNDERGROUND GAS LINE W UNDERGROUND WATER LINE S w: Win na r EDGE OF WOODS X -X Ede FLOW LINE i F r C �° i o ` o` c c Eden Way >} 'n v ° o Clr ¢ Ede ay 1 p G dls D D ° x C Ede • Hollow I ko w p�U U L o den Glen 'c 0 0 a �^ c den Gle or un •I[aCarmel D Y • W C 1 p ° of an ten r 'Ifff n 3 Gorh Ci • W I � 14ed 1 IV W o P U 3 Ct C or to C o Q E 1 1 Sih St > m wo wqy w " on rn conn e i• Brian � odvalley Or =_ ollaho i Emily Wa a Y J / Scale: 1' = 2000' ASSUMED NORTH SCALE 1" = 20' 20 0 10 20 40 Title Commitment Notes per First American Title Insurance Company Commitment No. 06009438 -450 doted November 21, 2000 11. A gas line easement recorded as Miscellaneous Record 93, page 1 does not lie on the subject tract (approx. 150' east). Said easement is shown in a prior survey by American Consulting Engineers dated 9/8/78. 12. The subject tract is subject to an Electric Underground Coble Line Easement as recorded in Deed Record 255, page 313. Said easement is shown on the survey. 13. The subject tract is subject to an Electric Underground Cable Line Easement as recorded in Deed Record 269, page 131. Said easement is shown on the survey. 14. The subject tract is subject to on Electric Underground Cable Line Easement as recorded in Deed Record 279, page 56. Said easement is shown on the survey. 15. The parent tract includes the subject tract and is subject to on Agreement for Rescission and Cancellation and Restatement as recorded in Miscellaneous Record 147, page 560. There ore no plotloble easements contained in said document. 16. The subject tract is subject to a Gas Line Easement as recorded in Deed Record 301, page 60. Said easement is shown on the survey. 18. The subject tract is subject to a Water Line Easement as recorded in Deed Record 306, page 419. Said easement is shown on the survey. 21. The subject tract is subject to Utility Easements over the north and west 15 feet of the subject tract per Deed Record 302, page 380. Said easement is shown on the survey. ? IN 5 7 I KEYSTONE SQUARE SHOPPING CENTER COMPANY 1'1 e Cl in 11 12 13 14 15 DEED BOOK 272, PAGE 370 II MCL, INC. �TX AAC�E�-0�1. �� SANITARY MANHOLE DEED BOOK 30- PAGE 213 Oo TC= 826.07 TAX PARCEL N0. 16- 10- 31- 00 -00- 016.006 16 -1 1- 0 o` A INK 6" CLAY .RIPE E 8822.22 II OR�o�� OLroR� �Lo-,�� ZONED 68 ��hUo 1 �1.. '�` 0`�� +101 �- INK 6` Y PIPE W= 0ti + + + sb`ti O 0�� SANITARY MANHOLE + TC= 825.59 3 c�LO° eK1 `o°1 yh �1 - Qc .•...�1�' INV. 6" CLAY PIPE NE= 820.01 I ..ACCESS COVER.( ARY O��L�O 0��`O� 0�0tih 0�h�a �`1...... E...... 01 ....... ......' N.. . INV. 6" CLAY PIPE SE= 819 -94 - -... �IAG NAIL 6 °� COM►ION. USE DRIVEWAY. �.. �� ah ....'.'.'.. '..'.ASPFW.T.'.'.'... .,L�.. �� .. .... ...... ..... . CONNECTION UNK OWN... �.... c�`?... �r1... tip' ec •• ..........................�. ,1. y .. . INV. 3 "1 CLAY PIPE W= 817.99 .. �''.. Q WASHER .SET.. 0Lg`L.. ..ND EASEMENTS ON.TTTL ?l.g`L.......... 0`L c�`L ... ..... N . 5/8' REBAR FOUND .... ........ ............... .. P1IC. =8�q� tl {..�`�........'.. h - . 2' GAS. GAS. AMI .' ...................... ....... ..... .. FENCE 0.3'W NO MONUMENT �� .. ... .... ..... 1�1 _`�� _ �.. IS. �� ........ .... ^�� ...... �b'1 6 , . ..� S.. �.' -�.�L ..� �..... + ......... ... . ` e ��. CONORETE G.... y �1 . h�...'.'.'.'..:..' .'.�`� .�a�`?°�........ .... ±�� 5 ............. k °. r�.. 0ps .. _` �.. . IILANDSCAPE T1-41 4>� ..... �l �`�. �@ .. � �`� ............. . .�'� ... g� ,b �� ........... ...... s1. . ........ STI LEI �iALLS ON CORNER. { .+ y 0 CONCRETE WALK � . - TC =82T z �-... - + ,,. 0 o CRETE t SANITARY MANHOLE T P�£1 Al T O z TC= 824.94 �� `�' ; .. 41t`�. v�. ............. .. 0 Lk..�1 ....... tica.�S°' SI AY + 0 '1P .. ... ..:. a MAW tRASS INV. (UNKNOWN PIPE TYPE, SIZE) II PVMT:•ON'.LINE ` T:. 2..9.$ 7:J� v ,AREA a o�i goo 5.�.. ' .. ......'.'. '......'.........�........:.:. a N= 803.51 �, .��e -- --- /8' REBAR f .. . ' WINO FENCE CONC. PAD 8'x4.2' WALL yr°h¢� ..... Z T .. INV. 10" CLAY PIPE E= 817.44 °........ .. .... Q3'E, 0.1.N :....' .......... ...... X.. '.'.'.'.'.'.'.'.'. .'.'.'.'.. -� -- e+io°....._ _, ...... ........... �`'� STONE e� STONE `ti`O a INV. (UNKNOWN PIPE TYPE. SIZE) II ... '"' . _ ' ............ .... _ -� ia... ....121,4. . S= 803.51 II ..... . ac 41 .. 62: T k ...... . ............. 0 r% f........'... �� a 6'.'..'. . ...... .................. . . .......... :'.':':':. .................. .:: : :'::::. 29.9'.. .. GRASS . r _ .: ....... :: : ::'.'.'...'.. 1 "NOBLE RO AN " .... I. .. ... d? .... ......... .. .... ............. ^� ti� �, Ii ::: :...._..,.... o° Z .. '� ...... �rO °....... ... �. O. < k� ....'.'.'.'.'.'...... W �� rL. oz �,'�....... .. �... .o .& .......... O%. �. ..... d ... ...... / 1422 KEYSTONE WAY ......:'............ '.. 01- ............. ti• . ti +. ..... 1 ................. ELECTRIC 0 ti 4s.....,o ..... '1,ti0� .......... 0 1#' k ........ G. -- tF ONE STORY MASONRY BUILDING } ................ + 0 0 ............ ....................:. CONTROL. EIOX I .c ..... >t 0....'..'.'.'..'.'.'. ......... ............................... FINISHED FLOOR ELEVATION= �,� ti W AStaiiAL1.'. ..... ..... I ......... Q; N.... .. ya. i MAXIMUM HEIGHT -18.5 .. ..':':.:' :' :' :' :' :' :' :''. '- :•:•:.. :•:•;- :•: -:... = k..... �... ... ..h.'....... L.. GR 7.4' ..... ..... �ti..... 0 ONE STORY BLOCK °. I. 0ti � ....... ............... + ..... FENCE ON LINE �� .... ............... E. 27.9 21.4' ...' '. +.'...... �'tiV . . BUILDING a ...... wi� .. .....OVERHANG 1 °� ° - 17 5' 'r 0' , 113 9. s� � � 7. ? :: :'... �.'.'. ... �ti. .....:...�.:• . _• - - �..... .: 00 0� �� moo. n1 _ rib ..... a'L ........ a .:1. . ................. � 1 ASPHALT I Benchmark Information BM - (HM 28) Copperweld in steel casing at the intersection of 116th Street & Rongeline Road Elevation = 819.78 (NGVD 29) TBM 11 - Cut "x" north side of concrete area light base located in southeast corner of subject tract, west of the pavement of Keystone Way Elevation = 823.68 TBM #2 - Cut 'x" north side of concrete area light base located north of northeast corner of subject tract, west of the pavement of Keystone Way (MCL Cafeteria parking lot) Elevation = 824.36 Parkin9�Srlace Totals 2 Handicap Spaces 48 Regular Spaces 50 Total Parking Spaces Zoning Requirements Minimum Front Yard Setback - 25 feet Minimum Side Yard Setback - 10 feet Minimum Reor Yard Setback - 10 feet TAX PAP C�L�IS3A/0 ;t 6� 1 HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Cable Television Time Warner Coble 516 E. Carmel Drive Carmel, Indiana 46032 (317)848 -4726 (Jason Kkkmon) Electric Cinergy (PSI) 1441 S. Gifford Carmel, Indiana 46032 (317)581 -3027 (Moriea Coonce) Sanitary Sewer Clay Township Regional Waste District 10755 North College Avenue Cormel, Indiana 46032 (317) 844 -9200 Storm Sewer City of Carmel City Hall, 1 Civic Square Carmel, Indians 46032 (317) 571 -2441 Gas Indiana Gas Company 15900 Allisonvilie Road Noblesville, Indiana 46060 (317)776 -5534 (Don Purdue) Water Carmel Utility Deportment One Civic Square Carmel, Indiana 46032 (317) 571 -2442 Telephone Ameritech 220 North Meridian Street Indianapolis, Indiana 46204 265 -4878 or 1- 800 -382 -5544 Streets City of Cormel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571 -2441 Utility Hotline: within Indiana 1- 800 - 382 -5544 Note 5/8" REBAR W /YELLOW CAP FOUND OAX 01N 5/8" REBAR FOUND 0.3'W, 0.9'N :NCE 0.2'W 5/8" REBAR FOUND 0.6W, 13.4'S The nature, size and location of utRities ore per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. A separate Utility Report was created as a part of the within survey. This report details our interaction with the various utility companies, contains copies of the various utility plans and may provide an indication of the accuracy of the location of the utiliVes shown hereon. One copy of this report was provided with the final copies of this survey to the client. Please contact Schneider Engineering Corp. If additional copies are required. • ^ �n 17 1Z to r, Revisions t CERTIFIED BY �., S, � 9FO •.�f NO. LS860001 STATE OF THIS DRANNG AND THE IDEAS, D19CNS AND CONCEPTS CONIANED a HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY Of THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REMMUCED IN MiQE OR IN PART. IIITHOUT THE IIRIIIEN CONSENT Of THE SCTINEIDER CORPORATION. 2001, The Schneider Corporation The Schneider • Corwra-don Schnee der A. Historic Fort Harrison 8901 Otis Avenue Engineering Indianapolis, Indiana Surveying 46216 -1037 Landscape Architecture 317 - 826 -7100 G1S • US 317 -826 -7300 Fax Geology Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson do Assoc. Donator Pizza 1422 Keystone Way Carmel, Indiana n i Al A� ACSM Land Title Survey a.. 1 L� Situation Survey Date Project No. Drawn Approv. 02/13/01 1 3637.001 TMS Computer Files Sheet No. S: \3K \3637 \001 \DINGS \3637001S.DWG of 2 0 L K J G F E D C A LEGEN CD O® d INLET OR CATCH BASIN • MANHOLE oCoCLEANOUT 0 AREA LIGHT o- ---/ UTILITY POLE WITH GUY WIRE XR UTILITY POLE WITH RISER '-\-Ji) FLAG POLE ® TRAFFIC POLE oD UTILITY PEDESTAL OE ELECTRIC METER ® ELECTRIC TRANSFORMER ® CONDITIONING UNIT -►a- UTILITY VALVE 17 HYDRANT O WELL WATER VALVE OW WATER METER - GAS VALVE OG GAS METER �- -v- SIGNS ® MAILBOX �! TREE; SHRUB, STUMP BENCHMARK � SOIL BORING -- - - - - - - - OVERHEAD UTILITY LINES TV UNDERGROUND TELEVISION LINES E UNDERGROUND ELECTRIC LINES -- T UNDERGROUND TELEPHONE LINES F UNDERGROUND FORCE MAIN G UNDERGROUND GAS LINE W UNDERGROUND WATER LINE S UNDERGROUND SEWER LINE EDGE OF WOODS X -X -X- FENCE LINE FLOW LINE Revisions t CERTIFIED BY �., S, � 9FO •.�f NO. LS860001 STATE OF THIS DRANNG AND THE IDEAS, D19CNS AND CONCEPTS CONIANED a HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY Of THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REMMUCED IN MiQE OR IN PART. IIITHOUT THE IIRIIIEN CONSENT Of THE SCTINEIDER CORPORATION. 2001, The Schneider Corporation The Schneider • Corwra-don Schnee der A. Historic Fort Harrison 8901 Otis Avenue Engineering Indianapolis, Indiana Surveying 46216 -1037 Landscape Architecture 317 - 826 -7100 G1S • US 317 -826 -7300 Fax Geology Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson do Assoc. Donator Pizza 1422 Keystone Way Carmel, Indiana n i Al A� ACSM Land Title Survey a.. 1 L� Situation Survey Date Project No. Drawn Approv. 02/13/01 1 3637.001 TMS Computer Files Sheet No. S: \3K \3637 \001 \DINGS \3637001S.DWG of 2 0 L K J G F E D C A