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HomeMy WebLinkAbout04110042.5MATCH LINE I VIII I ,11111 � \ / } villa FUTU �I 903 901 Y LU s ` / / moo . 625 MFFE =903 9 f M FFE - X3.1 / o 0 9 . c 7 _ _ I SEE NOTE #1 Q AT RIGHT' 900, - �� A, // ��-�ay� _ / ° / / \ \ / / /// �/ / T1GlUJ as 1L1 APPROXIMATE •/ \ \ \ / r1ULtY MULtY SAYS "DON'T DIG BLIND DIn "IT'S THE LAW" CALL 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. CONTACT THE CITY OF CARMEL UTILITY DEPARTMENT AT (317) 571 -2648 FOR FIELD LOCATIONS OF CITY WATER MAINS. rte' ASSUMED NORTH SCALE: 1 "= 50 ' I:3I N( .I IIM / -�I�I1- TBM #44 USGS BENCHMARK CUT 'Y' NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 C� W ®�.� 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR FHE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED / PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF I N DRAINTILE 158 / _ \ \\ // / - \ \ / Sewer g N N- 4 LOCATION / MF[EE -902 8 / . �/ = / Existing Storm Sew SERVICES J MFFE =902.1 �� �- New Storm Sewer SERVICE WALKS SHALL BE 0 REINFORCED CONCRETE " / / �/ THICK AND 4' IN WIDTH. EY l l 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT ESMT �'9ne f h / \ \ / / / 401 TC= 899.70 Existing Sanitary Sewer TO BE CONSTRUCTED BY OTHERS. \ (r i B New Sanitary ewer 8. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK p)_ 90 y INTERSEC11ONS AND BETWEEN WALKS AND PLATFORMS. w 0. A � / g ry /� / / / �/ 6 / \ Existing Contour SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN �\ / \ / /� o EXPANSION JOINTS, CONTRACTION JOINTS AND « I; �E , {SMr / �6 / / / / �`'/ \ Existin g Elevation /= 3 70, g00 N _ \ \ / /�j / / / \ PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS NTH ° N P t G d A CONTRACTION JOINT EVERY 20' OR LESS / Fn R p - f / \_ _ / / / -\ 000.00 eW avemen ra e 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO f 000.00 All Other Finish Grades CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. r - ME b08 ' / o / / - / / ��j / 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE Match Existing Grades El / o / 157 PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. 145 Storm Structure Number STANDARDS FOR WORKER SAFETY. / MFFE =901.8 ,/ 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. M MINE - = MFFE =902.1 a= / / %/ / 0 Sanitary Structure Number 12. REMOVE AND BACKFlLL ALL AREAS WHERE ANY FIELD TILE b Cr), 1 ° / / / 1 l l /� / PADS. ALL FIELD 11LES /� / _ FIOW ArrOW INTERCEPTED PROPOSED OBE PEORPETUATED INTO STORM SEWER 400 TC= 899.80 „ SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NO IN ' p� i'C =900 7p Q -------- - - - - -- ___T rc_9001 $ 8998 / / / \ \ / / I/ - -- 6 Subsurface Drain WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. / \ 901.1 A 417 F" 4 SSD Lot Lateral 13 ALL FILL AREAS (ENGINEERED 9 5 \/-// 000.00 AT LEAST 95 PERCENT OF THE MAXIMUM DRYS DENSITY (A COMPACTED M0 N A \ 144 18' or 156 r �MFFE -903.3 �_ �� MFFE= 902.7 ``'s I (� I 00 w I - cD o- �y IZ 0 f. N _ I CIO f o N 9� �� Lkm� V� 1 I e �f W t I a y � 1r^9lneered Fiil Limits `" '�- ^ I cT�•� o ° n . FU TJR E I Ed 6 001 • - _ Swale (U D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT w Water Main LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). Existing Trees FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX Existing Gas Main g OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 % FINES o PASSING A #200 SIEVE. Existing Telephone 14. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. - Existing Water Main 15. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE - Existing Flowline XREF: 5001- BS.DWG, 1005BS.DWG Existing Overhead Utilities XREF: 9005- BS.DWG - 49' OF If # C - -- -- - -- c 2 Valle Gutter ST==S T n Y NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. cri z 0 Cn w ON T. \STER�;o ,fF N0. _ -� 0000075 � STATE OF %O��s AND I AN AIi DATE: 11/30/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) f q Schneider I THE SCHNEIDER CORPORA110N 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 11/30/04 1238.1012 DRAWN BY: CIO DCC o DEVELOPMENT PLAN DRAWING FILES: N: \1238 \1012 \DWGS \C101- 102.DWG U XREF: 9002- BS.DWG, 9003- BS.DWG XREF: 5001- BS.DWG, 1005BS.DWG 0 XREF: 9005- BS.DWG E- Z SHEET NO.: Q) 0 z z F.� z � z O Q F"-� -� z � f V 1 w r---f DATE: PROJECT NO.: 11/30/04 1238.1012 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \1012 \DWGS \C101- 102.DWG XREF: 1012- BS.DWG, 9001- BS.DWG XREF: 9002- BS.DWG, 9003- BS.DWG XREF: 5001- BS.DWG, 1005BS.DWG XREF: 1006BS.DWG, 9004- BS.DWG XREF: 9005- BS.DWG XREF: CA15.DWG, CA16.DWG, CA19.DWG SHEET NO.: (Clan