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HomeMy WebLinkAbout71-01 SP Development Plan C101FOR CONTINUATION SEE SHEET C102 �MATC f LINE I \ pillage Of . estClay \ \ FUTURE_ _ SECTIONS,, , , 1 ,I • - _,.. ...�., _.� ,890 �� — - _� ,. �',.i '\ k" � ,. 77, N. 7 ` � f ti�• t� Y cl,l z P7 NB `1 I � ° } r. I• I i z: I " � I, �r i 7 ?'�� •f ..._� ..................._. .. — . —tea .._ . I. t 894eE; r i HOLEY MOLEY SAYS DON'T DIG 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 9 IT CNAI I PF TNF RFCPnNCIPII ITY OF FAru rnNTPArTnP Tr) QLIND" I ! 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 NOTE: \ '`? PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR �.•.._ °. RESUMED. 6 HDPE D ' "IT'S THE LAW" 3• STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY DOUBLE WALL PIPE . 0 BE ' CALL 2 WORKING DAYS BEFORE YOU DIG SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. aA \ \ PLACED IN SWALE ALOI�G.._L ) 1-800-382-5544 4 STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL REAR OF LOTS 77-2. WASTE DISTRICT SHALL APPLY FOR ALL SANITARY SEWERS. CALL TOLL FREE 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES I PER, INDIANA STATE LAW IS -69 -1991. RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH ' IT IS A'A1NST THE LAW TO EXCAVATE GRANULAR MATERIAL. WITHOUT NOTIFYING THE UNDERGROUND LOCATIdN SERVICE TWO (2) WORKING 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE `DAYS.BEFORE COMMENCING WORK. PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED \ PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 7. — .. }�', SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4 ;EXISTING ; �;._ ' THICK AND 4' IN WIDTH. {- 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT ` r E S TAB �E` ` A T CLAY WE SIT , '1 ��• °' TO BE CONSTRUCTED BY OTHERS. ' = T Ic, 9. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK I INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. > I SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS CONTRACTION JOINTS AND .r; PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH " i ' 'm ?'^ A CONTRACTION JOINT EVERY 20' OR LESS. i I 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STAT E STANDARDS. 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY ! TR� 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE 1 TBM #44 rr CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER I `' ( USGS BENCHMARK ( SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN 't CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT WRITING THE OWNER AND THE ENGINEER IN ANY i;i 1,t °' I EAST SIDE HOOVER R0, ±100 SOUTH OF CLARIDGE CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED FARM ENTRANCE. 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 !ELEVATION — 893: 39 (AST — 557). L PERCENT OF THE MAXIMUM DRY DENSITY M FILL D 1 1 ; i 1 j 1 ' UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). � I I fit' "r!ar i 15 WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT i Existing is St Sewer F. }} I I _ x New Storm Sewer I Existing Sanitary Sewer I New Sanitary Sewer ,I Existing Contour I il! iii ?Illil ' 1 � Existing Elevation I „ ; I G. �r �;� a ri, s � 0o0� o0o..0o0 o All Other Finish Grade s New Pavement Grade NOTE � `I ' - r� t �� •� � ME Match Existing Grades J 'S BRUSH; ETC. TO E REMO D`' ALQNGf, - -- — (000.00) Corrected Grades �,. o0o Storm Structure Number ELLIOT CREEK PER DIRETION�QF EP ESENT�TIVE o :1 Sanitary St ruc t ure Number ' OF.HAMILTQN_- COUNTY SURVE r I 1 -1 {, i � 41 tes Elevation and Deno 000.0 ASSUMED NORTH Approximate Pad Size SCALE: _ 5 Flo J. W Afl'aW � 4" Subsurf ace Drain E 000.00 �Q Swale ([) Water � � 1 # Existing Trees Main I` ,v ., , � �; , �t��,� -• � Existing Gas Main Existing Telephone Existing ter Main ..�.., .._ ! f,•. ? -- .__ T Y 1. __ .. �� ' f ,,; Water t �, t i , Existing Flowline I j, Existing Overhead Utilities 2' Chairback Curb with Gutter ►1 KLER SYIS M TR�E� '} . ; B 2' Chairback Curb without Gutter ,•'; i � , ' ; ., � - _'� O E, CES LIGHT P -ES 'OR` MFPG Minimum Flood Protection Grade �RE N OT[ PE MITTED IN j �, A,_..._M.� rt�•�.m� I lyar,�. -.``, 31STIaT • 1 - PROPOSED GRADE I PROPO -D GRADE ._. .... .. 8 890 90 y\R . ij, EX. GRADE---,,,, EX. GRADE / r 885 t 885 l ' 1 jy CO1 I 4 i •.,' i I :` 1 1 Ii I I w i; Z U w w C) w w D 3 Y V 3 3 8 8 0 O Q Y Ad C3 CD iJ J �— 0 8 8 0 3 � 3 3� � V 3 3 - +.-- i _ ZW � :h m U m sh M W_ m C m I f_ __ -.4- 4 I O CD LI) N O Ln � O �f) O O � O u) O ff7 O O N !' U + + + + + + + + + + + + + + W 0 0 0 CD 0 0 0 0 , (� CROSS SECTION A —A STREET CROSS SECTION B —B STREET `a �3f.s STATION 4 +20.00 � „_ STATION 4 +70.00 SCALE: HORZ.. 1„ —50 VERT.: 1 =5 0 Go U CJ w a s w 0 G z 0 o V) w° XW Fo No. 9500028 'o STATE OF 0, c DIA NAL nnnnmm�a° DATE: THIS DRAWING AND THE IDEAS, D0!SIGNS 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. (2003) fo*bl Schneider THE SCHNEIDER CORPORATION 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 Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: CIC5 1238.9006 DRAWN BY: co U z SHEET TITLE: DEVELOPMENT DATE: PROJECT NO.: 6/30/03 1238.9006 DRAWN BY: CHECKED CHECKED BY: 11AA SHEET TITLE: DEVELOPMENT Pv DRAWING FILES: N:\1238\9006\DWGS\Clol-102.DWG XREF: 9006BS.DWG, ESTATES- CW.DWG XREF: NOR- BS -E.DWG XREF: 1009BS.DWG, 1501BS.DWG XREF: 15038S.DWG XREF: CA13.DWG, CA14.DWG XREF: CA16.DWG, CA17.DWG XREF: CA19.DWG, CA20.DWG SHEET NO.: Cnon