Loading...
Plat Of SurveyLEGEND O CATCH BASIN 0o STORM MANHOLE 00 SANITARY MANHOLE ® B -BOX (9 WATER VALVE VAULT 17 F.E.S. P, FIRE HYDRANT ® INLET YARD LAMP 1/l GRASS AND PLANT AREA L INDICATES CENTERLINE i� INDICATES PROPERTYLINE P.U. INDICATES PUBLIC UTILITY EASEMENT D.E. INDICATES DRAINAGE EASEMENT PROPERTY LINE C. SANITARY SEWER INDICATES ASPHALT SURFACE *- �-• -•- FENCE LINE �oocLr000 STONE WALL BENCHMARKS GIVEN: BENCH MARK No: F-216 MILE ON HYDRANT LOCATED AT 101 COVINGTON COURT. ELEVATI O: 739.63 GIVEN: BENCH MARK No: F-217 MUE ON HYDRANT LOCATED AT 305 ASHLEY COURT. ELEVATI O: 737.31 NOTE: ANY AND ALL PARTIES UTILIZING THE VERTICAL DATUM LISTED ABOVE SHALL ALWAYS CHECK INTO AT LEAST TWO (2) BENCH MARKS TO AVOID MISTAKES DUE TO HYDRANT ADJUSTMENTS OR TRANSPOSITIONAL ERRORS. FAILURE TO DO SO WILL BE CONSIDERED TANTAMOUNT TO GROSS NEGLIGENCE AND SUBJECT THE OFFENDING PARTY TO ANY DAMAGES ATTENDANT NOTES: 1. FOR BUILDING LINES, EASEMENTS AND OTHER RESTRICTIONS NOT SHOWN HEREON, REFER TO YOUR DEED, TITLE POLICY, ZONING ORDINANCES, ETC. 2. COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY DIFFERENCE AT ONCE. 3. CONTACT UTILITY COMPANIES BEFORE BUILDING. 4. ALL UTILITIES SHOWN ARE BASED ON LIMITED FIELD RESEARCH AND ARE APPROXIMATE ONLY; AND SHOULD BE VERIFIED BEFORE CONSTRUCTION COMMENCES. PLAT OF SURVEY LOT 6 IN WHITEHALL PARK, BEING A SUBDIVISION OF PART OF THE FRACTIONAL SECTION 34, LYING NORTH AND SOUTH OF THE INDIAN BOUNDARY LINE IN TOWNSHIP 39 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED MAY 30, 1984 AS DOCUMENT R84-40190, IN DUPAGE COUNTRY, ILLINOIS. / I I I / I I I I J w 1 1 \SIGN / I I , , I , l I i i l I I 1 I I I I � I (IV I ~�L - ` 7301 otr� o l N63 Q h'q °"e 1 � 6 \ 3, 0 , C0 i `. \ ` `. 0 ----- 0 0 33.00 0 \ c I 0 L) \\'c POIAER•,POLE VEGETATION- LINE _ 1/ IF 0 Ld o ---- �= CINf--------- 64 � 04 i O m /�\ ��� -__-__ __ Ml J-01 O' `F:�+¢'• I --------- ------ /may CA I I = 3 V n c>r� .. Z ID a --- uJcv / i ---------- (PINING / v Ii wo- CO N co JN 0 /67°56'18"E 71.74// e 3`0'.E / 15.05 ^) 00 STONE ` WATER FALL ��g T-- / I�f�^1 04I 111 'i �) STRUCTURE O� - cj 115 .�3 --___ _ -- r -_-- - LOT 7 \ %x I i GUARD I i tL- ! �. I_ HOUSE \� i x ©.. - .. . - �� - POND - .. .. II i 4 - ol- Lj / -- /- - 40 FT ELDG LINE. BRICK �1 " i -/ �'SPRINKLERi I SIGN 10.0 0 1 / SPRINKLER -15' PRIVATE FENCE EASEMENT N87°56'18"E` �i , PER DOC. No. R84-40192 N.E. CORNER \� RISER ,UTILITY BRICK PILLAR 1 aC) I 1.28 s & 3.71 W - % T - - I - ' ---- 2550 ,1�I, - � -��-� ' o _ - - • / �� / NO2'03'42"W �� - xx �x / TRANS. BOX 10' P.U. & D.E. -x--- -x- N€7- 6618,"E - S.E. CORNER OF I BRIC'v PILLAR IS S.E. CORNER OF 11.78 -739- o R=7.50 I 5.00 4.77 N. BRICK PILLAR IS `,. . 0.70 E. & 0.59 N. S.E. CORNER OF NO2'03'42"W EDGE OF PAVEMENT BRICK PILLAR IS 0.04 Ni20.50 - _ S.W. CORNER OF _ - BRICK PILLAR IS N87.56',8"E 35th STREET 495 N. & 3.09 :. (ASPHALT) 5 f0' 15' 20' a' 50' GRAPHIC SCALE SCALE, 1" = 20 FT, FOUND IRON PIPE AT o, CORNER /A/ 4s NN/ 2�"636'9 C cd oU Z R 360.33 Op w�' FOUND IRON FOUND IRON PIPE 0.16 W. I PIPE AT & 0.11 N. CORNER FOUND IRON mo \4p fT BO\E PIPE 0.27 W. N v & 0.11 N. -\ � I w w I a P W I 20.97 0° z R=80.00 40 FOUND IRON � O ; PIPE 0.32 W. /� < a o n & 0.14 N. 32.76 I 3 m R=125.00 jc I LOT NO Uzi 2 u SET IRON a w n PIPE AT w o- CORNER 3 z \ zwcli 9I ' O Owl Co o STORM WATER CONVEYANCE AND MAINTENENCE EASEMENT PER DOC. No. R93-130374 SET IRON PIPE AT CORNER F U W � Z vc LOT 7 U \ U U 340 1-4 oI o a O I LT BLDG LINE V) ¢ ,0.00 I �\ SET IRON ' N87.56.18"E z PIPE AT 15' PRIVATE FENCE EASEMENT N / CORNER PER DOC. No. R84-40192 a _ NO2'03042"W ": ,0' P.U. & D.E. 88"E 11.78 54.00 54.00 SET IRON R=7.50 5.00 SET PK NAIL PIPE AT 20.50 NO2.03'42•'W AT CORNER CORNER Na756'18"E 35th STREET STATE OF ILLINOIS LOT DIMENSIONS SCALE 1"=40' COUNTY OF COOK SS. THIS IS TO CERTIFY THAT CHRISTIAN-ROGE & ASSOCIATES INC. HAVE COMPLETED A PLAT OF SURVEY OF THE FROPERTY DESCRIBED IN THE ABOVE CAPTION AS SHOWN BY THE PLAT WHICH IS A TRUE AND CORRECT REPRESENTATION OF SAID PLAT OF SURVEY. ALL CISTANCES SHOWN ARE IN FEET AND DECIMALS THEREOF. GIVEN UNDER MY HAND AND SEAL AT CHICAGO, ILLINOIS THIS _ 1st ---- DAY AUGUST ----- A.D., 20_03 - CHRISTIAN-ROGE & ASSOCIATES, INC:'`, 5: BY: - ----- -- (2, ILLINOIS P SIONA LAND SURVEYIR, NO 2585 5. LEGAL DESCRIPTION, BOUNDARY DIMENSIONS, EASEMENTS AND BUILDING LINES SHOWN HEREON TAKEN FROM PLAT OF SURVEY PREPARED BY ARS SURVEYING SERVICE, LLC OF BOLINGBROOK DATED 11-18-02 a 0 W PA m A4 0) In W LO O o �.Z.I C° U > V) QO Z V) V) J V) J LLJ Q - U F- ANO L M � z 0-1 w�0�^ E W V• O vAco�CQ O� nth 1 02 w acoN co cn V m W m0. waw, SHEET NO. 1 OF 1 DATE: 5-01-03 JOB No03-047 N rn Z z � o OM W U rr z U W a W Z S 0 z C7z O 0 M W CL Q a ~0 N co N 0) In W LO O o �.Z.I C° U > V) QO Z V) V) J V) J LLJ Q - U F- ANO L M � z 0-1 w�0�^ E W V• O vAco�CQ O� nth 1 02 w acoN co cn V m W m0. waw, SHEET NO. 1 OF 1 DATE: 5-01-03 JOB No03-047