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Land Title Survey Pg11x 012" ---712--- 712 . (712 5) 712.5 OAK BROOK: VILLAGE OF OAK BROOKS 1200 Oak Brook Road Oak Brook, Illinois 60521 (312) 990-3000 CONTACT: Mr. Dale Durfey, P.E. ELECTRICS Commonwealth Edison Company 1 N. 423 Swift Road• Lombard, Illinois 60148 (312) 691-441 CONTACT: Bill Aeitz GAS: Northern Illinois Gas Company 90 North Finley Road Glen Ellyn, Illinois 60137 TELEPHONE: Illinois Bell Telephone Company 900 N. Villa VillL, Park, Illinois 60181 (312) 940-0900 CONTACT- Larry Marcel CABLE TELEVISIOIJS City of Oakbrook Terrace SEWER: Hinsdale Sanitary District P.O. Box #179 Hinsdale, Illinois 60521 (312) 323-3299 CONTACT: Carl Blumgren AAAA LAND TITLE SURVEY NO TES • ALL MCASUREMENTS TAKEN FROM CONCRETE ,-OUNDA TION • FOR BU L DING RES TRIC TIONS AND EASEMENTS NO T SHOWN HEREON, REFER TO YOUR ABSTRACT, DEED, GUARANTEE POLICY..NDLOCAL ORDINANCES. • COMPARE ALL PO.'NTS BEFORE BUILC VG AND REPORT ANY DIFFERENCc A T ONCE f_N 1 1 1 1 'T- i r1 j �� f__ 1 1 ' 'T' -� f_ 1 r r-- REC. FEB. 1981, DOC. NO. R81-07240 CALL JUL_IE 48 Hours (2 working days) Before You Dig. 1-800-892-0123 SCALE: I" = 50.' 50 25 0 50 Our Q z NOTES: 1) Set 3/4" I.P. (1 1/4" O.D.) with plastic cap at corners unless shown hereon as otherwise. 2) Contact J.U.L.I.E. (1-800-892-0123) for exact location of buried cables prior to digging. 3) Maximum positional tolerance of corners is 0.021. 4) Survey as shown hereon prepared from legal description contained in Chicago Title Insurance Company Commitment No. 1410 009219870 UL, effective date: May 26, 1993, supplied by Client. 5) Watermains, sanitary and storm sewers as shown hereon from visible evidence in the field at time of survey. A watermain atlas map obtained from the Village of Oak Brook, an atlas map obtained from the Hinsdale Sanitary District and the presence of existing easements appear to indicate additional lines exist but are not shown hereon due to lack of visible evidence to verify their exact location. Sanitary sewers and storm drains were not exposed for location by Surveyor. Use of these locations is subject to verification by Client, Engineer, Contractor or the Title Company. Recommended procedures are TV inspection of interior of sanitary and storm drain lines and metal detection method used to verify position of cast iron watermain if lines are not uncovered. 6) Gas mains as shown hereon are depicted from maps obtained in response to letter of request dated: July 9, 1991, and field location of lines marked pursuant to J.U.L.I.E. meet, Dig No. 911 970 651 650. Refer to the above referenced Note No. 2. 7) Electric lines shown hereon are depicted from the visible evidence located in the field and utility maps reviewed at the Commonwealth Edison - Western Division office pursuant to letter of request dated: July 9, 1991 and response letter dated: July 22, 1991. No response to J.U.L.I.E. meet,Dig No. 911 970 651 650. Refer to the above referenced Note No. 2. 8) Telephone facilities as shown hereon are depicted from the visible evidence located in the field. No response to letter of request dated: July 9, 1991, or J.U.L.I.E. meet, Dig No. 911 970 651 650. Refer to the above referenced Note No. 2. 9) Exception No. 9 in the above referenced Note No. 4 refers to an agreement to apportion maintenance costs of storm water detention, retention and drainage recorded March 1, 1984 as Document No. R84-16007 relating to the costs involved in maintaining the easement recorded as Document No. R79-74438. r SHEET I of 2 6�c MIDWEST TECHNICAL I! CONSULTANTS, INC. 1 LAND SURVEYORS TELEPHONE: 1708) 655-0238JOB FACSIMILE: 125 55th Street, Sults 302 (708) 655-3408 Clarendon Hills, IL. 60514LJ PREPARED FOR: SHANNON 8 ASSOCIATES NO.: 161-124 DRAWN By: BAD ' SCALE: I" = 50.' 50 25 0 50 Our Q z NOTES: 1) Set 3/4" I.P. (1 1/4" O.D.) with plastic cap at corners unless shown hereon as otherwise. 2) Contact J.U.L.I.E. (1-800-892-0123) for exact location of buried cables prior to digging. 3) Maximum positional tolerance of corners is 0.021. 4) Survey as shown hereon prepared from legal description contained in Chicago Title Insurance Company Commitment No. 1410 009219870 UL, effective date: May 26, 1993, supplied by Client. 5) Watermains, sanitary and storm sewers as shown hereon from visible evidence in the field at time of survey. A watermain atlas map obtained from the Village of Oak Brook, an atlas map obtained from the Hinsdale Sanitary District and the presence of existing easements appear to indicate additional lines exist but are not shown hereon due to lack of visible evidence to verify their exact location. Sanitary sewers and storm drains were not exposed for location by Surveyor. Use of these locations is subject to verification by Client, Engineer, Contractor or the Title Company. Recommended procedures are TV inspection of interior of sanitary and storm drain lines and metal detection method used to verify position of cast iron watermain if lines are not uncovered. 6) Gas mains as shown hereon are depicted from maps obtained in response to letter of request dated: July 9, 1991, and field location of lines marked pursuant to J.U.L.I.E. meet, Dig No. 911 970 651 650. Refer to the above referenced Note No. 2. 7) Electric lines shown hereon are depicted from the visible evidence located in the field and utility maps reviewed at the Commonwealth Edison - Western Division office pursuant to letter of request dated: July 9, 1991 and response letter dated: July 22, 1991. No response to J.U.L.I.E. meet,Dig No. 911 970 651 650. Refer to the above referenced Note No. 2. 8) Telephone facilities as shown hereon are depicted from the visible evidence located in the field. No response to letter of request dated: July 9, 1991, or J.U.L.I.E. meet, Dig No. 911 970 651 650. Refer to the above referenced Note No. 2. 9) Exception No. 9 in the above referenced Note No. 4 refers to an agreement to apportion maintenance costs of storm water detention, retention and drainage recorded March 1, 1984 as Document No. R84-16007 relating to the costs involved in maintaining the easement recorded as Document No. R79-74438. r SHEET I of 2 6�c