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HomeMy WebLinkAbout79-96.8M L K J F E C C rn rn v O 0 N LO 01 a -, A o m U i v i Cn CD 3 D 0 I� 1 2 1 3 1 4 1 5 1 6 7 1 8 1 9 1 10 2 80' RIGHT OF WAY 10' 60' BAP( TO BACK 10' it 4' S' 22' 16' 22' S' 4' 1' 2,2' CHAIRBACK CURB WITHOUT GUTTER 2' CHAIRBACK CURB WITHOUT GUTTER 2' =3 CONC. 2' ROLL CURB 2' ROLL CURB CONC. 3 WALK I SLOPE 1/4" PER FOOT MIN SLOPE 1 4" PER FOOT MIN WA CD 3 4 \:%'3 #11 HAC SURFACE ' #9 HAC BINDER 5 COMPACTED STONE BASE TWICAL STREET SECTION- 5 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 7 11 WIN LEGLUQD 00+00 New Storm Sewer I TANGENT New Sanitary Sewer 11 - - - Existing Contour 0000 Existing Elevation p®, New Pavement Elevations ® All Other Finish Elevations ® Pavement Within Right of way - OH- Overhead Electric G Gas Line 0000 - W Water Line - - T 0000 Telephone Line �— Stop Sign c Street Light 132 777.5 -12 +09.19 "B" ITC_ RT C��•��� 0 125 lvJ 9== CONTINUATION SEESHEETC201 i i4 HIMENNEMON MOM EMW SAYS "DON'T ao IwSW382-55" CALL TOLL FREE 1- 8004284200 FOR CALLS OUTSIDE OF MANA PER NDIANA STATE LAW IS49- -1991. IT IS AGAINST THE LAW TO WAVA1E WIHOUT NOTIFYING THE Ull1TER(;ROUND LOCATION SERVICE TWO (2) WoR W DAY'S BEFORE COMIADICING WORK. CURVE DATA CURVE RADIUS LENGTH I TANGENT I CHORD GENERAL NOTES I1. C -1 IT SHALL BE THE RESPONSIBILITY OF EACH 17.21 CONTRACTOR TO VERIFY ALL EXISTING UTILITIES 1 17.19 AND CONDITIONS PERTAINING TO HIS PHASE OF 09'5133 WORK. IT SHALL ALSO BE THE CONTRACTOR'S 100.00 RESPONSIBLITY TO CONTACT THE OWNERS OF 1 12.7 THE VARIOUS UTILITES FOR PROPER STAKE 1 S87'25 30 E LOCATION OF EACH UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL N071FY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERROR FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABL I O.S.H.A. STANDARD FOR WORKER SAFETY. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASSUMED NORTH NOTIFY THE HAMILTON COUNTY HIGHWAY DEPT. SCALE: Ir -30I BEFORE ANY ROAD CONSTRUCTION IS TO BEGIN. 4. MAINTENANCE OF TRAFFIC DEVICES TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 1993 (LATES' REVISION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD 5. ALL DISTRURBED AREAS IN RIGHT -OF -WAY OR EASEMENTS ADJACENT TO HAZEL DELL ROAI SHALL BE SEEDED AND STRAW MULCHED. CURVE RADIUS LENGTH I TANGENT I CHORD I BEARING I DELTA C -1 100.00 17.21 8.62 1 17.19 S85'WI4 E I 09'5133 C -2 100.00 25.43 1 12.7 25.36 1 S87'25 30 E 1 143406 0 IR S 1.00' RT O O ISLAND CALLS CALLS ARE 0 FACE OF CURB SCALE: I"=3 "H" BENCH MARK T.B.M. U.S.G.S. DISC IN CONCRETE POST 54' WEST OF CENTERUNE OF RIVER AVENUE AND 18' NORTH OF THE CENTERLINE OF 131st STREET STAMPED 95 —RHP 1951. ELEV.— 751.46 T.B.M. 1 CUT "E" SET NORTH RIM OF HARRISON MONUMENT 0 126th STREET AND RIVER PC VI AVE. (S.E. CORNER S.E.1 /4 SEC. 27 -18 -4 2 +00 2 +00.36 ELEV.— 747.05 c-aj � + N �aO� �•e"0- 0�- 0- 0- - - -- - - "e0 " O- 0O000,O-"-, O0..0 - 0O O- •O- •O- •O-•00O.,O.oO•,O•0O.O 0.* ••O••O• 01 r000�0��� 2f f e2e2o2o�e2o e •o eo •o •o •o •o •o • •• •• •• o o •• • •• •s• o ••• o ••• o ••• o ••• • ••• • ••• o ••• o 0• •o• •O• •o• ••••o•o oft • •o of •• q •• ••••.•••••••••.• 1 1/2" SURFACE No. 11 3" No. 8 BINDER 4" No. 5 BASE 4" No. 5C BASE 4" No. 5D BASE COMPACTED SUBGRADE • PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION (WITHIN RIGHT-OF WAY ONLY) OF TOPSOIL i 6" i 24" 8. 1 11f R EARTH t — t►' I 3a' It R BACKFILL N _ A' A et #53 COMPACTED STONE BASE o 00 00 00 00 00 00 00 0 00 00 00 00 00 00 00 eo 00 00 00 00 0o 00 c 0 00 00 00 Oo 00 00 00 00 00 00 00 00 00 0o Oo 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 2' MODIFIED CHAIRBACK CURB (WITH GUTTER TO BE B" 10 11 12 1 13 1 14 15 Revisions ,j C66i'll --wle q1S:r N o. %�� 920350 � R STATE OF •4v OAL fiilu Ill, CER1M BY S�bQL IM MAIM AND YK MK DESNNIS MID oONCEPE COIRANED HtBt>)i ARE 1NE Ei0 WSW NIMECRIK PROPERTY OF SCI IGM BURNS 00RPMI N MO ARE NOT M BE USID OR 11NOO M RI WW OR NI PART, WMIT Rf 1111719! WHIT OF 9CI1010 9011006 OORPORA=K ©1996, Schneider Engineering Corporation rAm 111 &1meicIff • • 2 M-11 eem C tion 3020 North post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architec 317- 898 -8282 GIS • US 317- 899 -8010 Fax Geology A Partnered Bntity with Bohlen, Meyer, Gibson SC Associates, Inoorpr, PLUM CREEK DEDIM MP COMPANY LW PLUM CREEK NORTH SECTION 4 HAMII.TON COUN'T'Y, INDIANA ENTRANCE PLAN Date Project No. Dm11n Approv. 8/16/96 904.14 PRC Computer Piles Sheet No. ,k \904 \WM \14 \1:301 ffff- 904,44E (C3®11 XRff: Jt \904\DNIGS \904 -1040