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HomeMy WebLinkAbout63-01 7501-A Existing Conditions Plann 0 0 Cu LID m Cu ai 0 0 T co 3 o_ U / J C3_ I W / N rn 3 0 / co M CU i -0 Existing Storm Sewer © 2' Chairback Curb © 2' Chairback Curb O Flow Arrow - -+- - New Storm Sewer MFFE Denotes Elevation and N: \1238 \7501 \DWGS \RE- PLAT \C101.DWG Existing Sanitary Sewer 000.0 Approximate Pad Size XREF: CA9.DWG, MID- BS.DWG New Sanitary Sewer _ - - - _ 6" Subsurface Drain �--- 000 - Existing Contour E 000.00 �"' o x ELEV DESC Existing Elevation - - - Swale w/ description DU &SE Drainage Utility and Sewer Easement 000.00 New Pavement Grade Drainage Utility and Sewer Easement DU &SE &AE 000.00 All Other Finish Grades and Alley Easement ooa Storm Structure Number 0o Sanitary Structure Number -� I -- I 4C, 899.9 ICD X I I 608 601 00 120.00' 120.00' / �' I 8.61 I_ X 902.6 _ _ ( 1 901.7 610 to w 607 8g $ N _ I 8. X I I X I� 6� 89 .3 N Ld I I CO X J 124.55' 120.00' Lf - I I 604 C) 611 0 I 6 Lli C: LC L0 o 902.9 I I 120.OV I g I °j 13f$ 9.5 ) - - - - - - - o I° I O X / 5 ° 5 2 ° I 605 9 901.5 I \ X "I 120.00' F,�� ''� 898.6 S 899.6 897.8 x 903.1 I I 613 90 I X �V X I� I J 5�� 899 6 (- 899.9 899.3 ---- - - - --I 1 1.70' 90 X X RHETTS0�t1�RY R TTSBURY - STREET -- STREET 900.75 o kD _ --- - - - - -- 1 101.70' 898.5 900.4 899.9 900.2 X X 899.6 901.5 X "9 CRY ST��. R�FT I 899.00 111 , • 901.3 111 896.9 • i j 1 ,111 : :• • •. 120.0 _ • • 4 X 114.13' IF MT. 652 �� • 0 111 a �s :L�r�y■�■��.- �r..ji►�.'i�i���:� �� �r�, '� �c� 625 C� . , • - • 1 11 :. 1 ► : • . ('OFD a /� • '' •� 643 16 •' ;, •• 111 1 - 1 1 .1• - �" 650 MFFE=897.9 S:4 • 1 11 t YJC!•. n • I I _ 11 1 627 BT 1� 1 / M• • • c IN ��f • __ -85.03' ' r 1 `[iF1I7 , 1 :rte :, ► /x•17 /.'•:. 108.59' •1 � • M' 1 11 0 1 - - - : = - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 0 • - • P/�t•I f?!�[� 1 • 9 �■�s'i? - mil♦_ -_ _ _ _ OA 2' Roll Curb © 2' Chairback Curb © 2' Chairback Curb O w/o Gutter @ Valley Gutter MFFE Minimum First Floor Elevation x 902_.4 X 1 902.5 X N 6XX - 0 3.1, X 901.1 �\ ��6' 8 \ �__90� 0 6��� 1 � 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 THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 6. 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 SERVICES. 7. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). 15. ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED PAVEMENT OR SHOULDERS MUST BE RELOCATED PRIOR TO THE CONSTRUCTION OF THE BROAD STREET ENTRANCE. HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG ` oo �4j °5" 1- 800 - 382 -5544 4� °S, CALL TOLL FREE 663 6 �� PER INDIANA STATE LAW IS -69 -1991. �� IT IS AGAINST THE LAW TO EXCAVATE cd 676 WITHOUT NOTIFYING THE UNDERGROUND ASSUMED NORTH ° 4 675 LOCATION SERVICE TWO (2) WORKING u-) DAYS BEFORE COMMENCING WORK. SCALE. 1"=50' yi` - - - -_ - M \ N \ M 664 I 63' 3 J� bd 97 W 897.2 o (f 9.00 897.23 _ 897. _ M 0_ ° Q 665 ll. _ f Yee tClay X66 SECIONi OJT s O M 9. I 109.0 E57 2 s 667 1 - I 635 109.00 96. N 668 89. TIE?'K(C n -r-•�,�,_ 111. a� o�-- 7 89 . 5 8 .4 1.5 25 _ .� I w N 902.8 n I N X I 628 6 I I 895.6 0 ! °' ` 17S 631 98.1632 - 63 6 4 X635 1 A X I -� I N 10,111 S.F. 11,407 S.F. 630 1�� 1 0 - - - - - I 899.6 2,682 N 12,420 S. �10A42�.F. 10,767 S. 10,694 :F.- 10388 SF 901.7 T 902.02X 31,665 .b02.5 901.6= _--- _- _ - - 235.01' -X- 899.0 000 oa - p - 899.6 - - - X 902.3 902.6 x 901.6 901.3 X X 901.6 I I X .. of 636 99.8 8 8.01^ 8 7.0 897.5 89 .6 011 87.6 896.4 I� NI 1R9s.F. In, Co 896.8 ( I x Uj 7.4 °I X �L 8961 °l.._ - -- - - -- - - -- -- - - - - -- 891 -9-� o - TC= 895.00 0� o00 000 ,pp o00 o00 000 o00 000 000 9 -000 000 7• 8 3 ' U &$E 895.9 :0 76.65' 67' 896.5 77 - -`� O 98 0 E 8 89.0 96.5 ME 895. E 899.6 895 X 898.2 893.9 6.7 897.1 X TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 0 5 W \GH Lq���,,��� /'' N0. 9800085 j _ STATE OF O L DATE: i d? 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.(2001) 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.: 05/01/01 1238.7501 DRAWN BY: CHECKED BY: O SHEET TITLE: EXISTING CONDITIONS PLAN ORIGINAL SECTION 7501 -A DRAWING FILES: N: \1238 \7501 \DWGS \RE- PLAT \C101.DWG XREF: 7501bs.DWG, 3001ABS.DWG XREF: 7501BBS.DWG, 3001BBS.DWG XREF: 7501CBS.DWG, 3001CBS.DWG XREF: CA9.DWG, MID- BS.DWG SHEET NO.: � o � -I� C Z T 0 A w Q) p " r 4 w DATE: PROJECT NO.: 05/01/01 1238.7501 DRAWN BY: CHECKED BY: BET SHEET TITLE: EXISTING CONDITIONS PLAN ORIGINAL SECTION 7501 -A DRAWING FILES: N: \1238 \7501 \DWGS \RE- PLAT \C101.DWG XREF: 7501bs.DWG, 3001ABS.DWG XREF: 7501BBS.DWG, 3001BBS.DWG XREF: 7501CBS.DWG, 3001CBS.DWG XREF: CA9.DWG, MID- BS.DWG SHEET NO.: 1 ;i