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Permit Plat and Grading PlanT8' ATTACH FILTER FASMC BACKFILL TRENCH TO HIRE TENONS AND AND COMPACT THE ♦ EXTEND IT INTO THE • EXCAVATED SOIL. TRENCH III SILT FENCE DETAILS NOT TO SCALE ADHESIVE UNILOCK PISA II OR APPROVED EQUAL e LEGEND O SET POST & EXCAVATE A ♦"X" TRENCH UPSLOPE • ALONG THE UNE OF THE I STAPLE WRE MESH FENCING TO EACH • POST. NITH 1" �.XX. 436' QO POSTS.I LONG TIE HIRES OR T" LONG HOG RINGS POST ® NIKE FENONG� Q T8' ATTACH FILTER FASMC BACKFILL TRENCH TO HIRE TENONS AND AND COMPACT THE ♦ EXTEND IT INTO THE • EXCAVATED SOIL. TRENCH III SILT FENCE DETAILS NOT TO SCALE ADHESIVE UNILOCK PISA II OR APPROVED EQUAL e LEGEND O CATCH BASIN Qo STORM MANHOLE QO SANITARY MANHOLE ® B -BOX ® WATER VALVE VAULT Q F.E.S. f -L FIRE HYDRANT ® INLET In inZ YARD LAMP II, GRASS AND PLANT AREA O732.0 INDICATES CENTERLINE F� INDICATES PROPERTYLINE P.U. INDICATES PUBLIC UTILITY EASEMENT D.E. INDICATES DRAINAGE EASEMENT -IL- PROPERTY LINE -t SANITARY SEWER 0 INDICATES ASPHALT SURFACE --X---X- FENCE LINE o STONE WALL 000000000 BENCHMARKS 1-1/2" SAND BEDDING 6" GRAVEL BASE BLOCK SUB BASE * DRNVEDDETAIL STEPPED FOUNDATION ELEVATIONS QA 735.1 0 (D G 736.1 O731.0 740.75 731.5 731.0 J O 731.0 732.5 732.0 Q FOUND IRON In inZ FOUND IRON PIPE 0.16 W. O732.0 PIPE AT 733.5 733.0 Z C) O4 733.0 734.5 734.0 Fes- O 734.0 735.5 735.0 z o O O 735.0 736.5 736.0 Z 7O 736.0 737.5 737.0 OS 735.0 738.5 738.0 BENCHMARKS 1-1/2" SAND BEDDING 6" GRAVEL BASE BLOCK SUB BASE * DRNVEDDETAIL STEPPED FOUNDATION ELEVATIONS QA 735.1 QE 739.92 © 736.1 QF 740.75 © 737.1 © 741.75 Q 738.1 R 3p33 00 742.75 GIVEN: BENCH MARK No: F-216 MUE ON HYDRANT LOCATED AT 101 COVINGTON COURT. ELEVATION: 739.63 GIVEN: BENCH MARK No: F-217 MUE ON HYDRANT LOCATED AT 305 ASHLEY COURT. ELEVATION: 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. 5. ALL STRUCTURAL DESIGN AND DETAILS FOR RETAINING WALLS SHALL BE PROVIDED BY OTHERS. 6. 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 7. TOPOGRAPHIC SURVEY AND PLACEMENT OF CORNER MONUMENTATION INDICATED PER PLAT OF SURVEY PREPARDED BY CHRISTIAN-ROGE & ASSOC., INC. ON 8/1/03 AND LAST REVISED 2/24/04. PERMIT PLAT / GRADING PLAN 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, 1964 AS DOCUMENT R84-40190, IN DUPAGE COUNTRY, ILLINOIS. R=7.50 S.E. CORNER OF BRICK PILLAR IS 0.04 Nj 20.50 N 87'56'18"E isz)tn 6'ruth'i, ©WATER SERVICE TO BE 1-1/2" TYPE "K" COPPER SANITARY SERVICE TO BE 6" SDR26 P.V.C. PIPE 0 MIN. 1% SLOPE UKII.Y YILLAK IJ 4.77 N. S.E. CORNER OF BRICK PILLAR IS 0.70 E. & 0.59 N. Ll aFDo Ll s' Nv Is' 20' 0' m GRAPHIC SCALE SCALE, 1 " = 20 FT. FOUND IRON PIPE AT ,4, / CORNER 2 N6310'9 N 061 o c b j tw T 0 0 R 3p33 00 FOUND IRON In inZ FOUND IRON PIPE 0.16 W. PIPE AT & 0.11 N. Q I CORNER z z FOUND IRON PIPE 0.27 W. & 0.11 N. FOUND IRON PIPE 0.32 W. & 0.14 N. SET IRON PIPE AT CORNER STORM WATER CONVEYANCE AND MAINTENENCE EASEMENT PER DOC. No. R93-130374 SET IRON PIPE AT CORNER 3\ CA M o NN I o a I _ N z Qui 20.97 0% (D I R=80.00 3 L IIS oy� /,� I illi I6 ao CI�IY 3 m w Z EASEMENT TO o v 32.76 I a w BE VACATED �^ R=125.00D a o I 0.n ZZ W Q I I N0 Z t se SN'M Q N N) v' ' « _r- I LOT 7 W M ey "Iasi Z W M z �a•� 4 _ UVB N I J m ,,z z Z�ao Fl I oI o <0 O oo�i a Q t~ila 40 FT BLDG LINE 10,00 '� FOUND IRON N87.5618"E PIPE AT 15' PRIVATE FENCE EASEMENT N CORNER PER DOC. No. R84-40192 25.50d w NO2'03" 2"W (�. 10' P.U. & D.E. I� 11.78 R=7.50 20.50 N87'56'18"E 87.56'18"E 54.00 FOUND IRON 5.00 FOUND PK NAIL PIPE AT '03'42"W AT CORNER CORNER 35th STREET LQT DIMENSIONS SCALE 1"=40' CALL JULIE 48 Hours (2 working days) Before You Dig. 1-000-892-0123 I, WILLIAM E. GRIFFIN, A REGISTERED PROFESSIONAL ENGINEER OF ILLINOIS HEREBY CERTIFY THAT THESE PLANS "VE BEEN PREPARED BY CHRISTIAN-ROGE & ASSOC., INC. U R MY PERSONAL DIRECTION. Aho /n-� RFVIcr-n I -10 - ILLINOIS REGISTERED PROFESS(OUAL ENGINEER NO. 062-028047 LICENSE E)'PIRES NOVEMBER 30, 2005 02-28047 �2 REGISTERED c. 3: PROFESSIONAL ENGINEER \/ OF ' CINO�co 0 N N z c0 3 PSG b .M m d A z z J lY En I p 1. lz rn LO W Ill') 0 0 D co z U>tn Q 0 Z U)toJ (n J W Q - 0 F •Z M � 3 sW Lal W c0 5 w 0- 0 I _rn I M 0-4 W� W►�-rO O vAeoc+'�CQ cn 0-4 CQ Qi W Q W 1.4 C"7 cq � Ul C'D 1--1 En � x x ID m d w wain J SHEET NO. I OF 1 DATE -9-13-03 JOB NO�+�+- 0T7, 0 F- 0 0 In inZ Q z z CL o 0 w a Z rn o Q z Do c I Lo I- Q w J a Z w W _o N Z W W W o WW W 9 s 0- m a W LQ' M 0 * O ,�L 0 N N N M N M rn LO W Ill') 0 0 D co z U>tn Q 0 Z U)toJ (n J W Q - 0 F •Z M � 3 sW Lal W c0 5 w 0- 0 I _rn I M 0-4 W� W►�-rO O vAeoc+'�CQ cn 0-4 CQ Qi W Q W 1.4 C"7 cq � Ul C'D 1--1 En � x x ID m d w wain J SHEET NO. I OF 1 DATE -9-13-03 JOB NO�+�+- 0T7,