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HomeMy WebLinkAbout06080010.41LsI��I��1ID Existing Storm Sewer ® • New Storm Structure - - - - - - - - - - - - Subsurface Drain (SSD) Existing Sanitary Sewer New Sanitary Sewer (Laterals are shown for reference only) - -- - - Existing Contour _ ONS1RUCil/y� Ct�lt� WITH fCTRIC CO. &AEI Existing Elevation - �— 835 — Proposed Contour b 000.00 Proposed Finish Grades XREF: S: \6k \6096 \001 \dwgs \0018S.dwg Goo.00 TC Proposed Finish Grades XREF: S: \6k \6096 \001 \dwgs \6096001t.dwg 000.00 GUT (TC =Top of Costing /Curb; GUT= Gutter/Rim) 00o Swale Flowline(o - Flow Arrow - - Existing Water Main w Existing Fire Hydrant Existing Water Valve Existing Utility Pole W o CQ Existing Trees �--� - - - Existing Fence I i Y � I i W � I w w E-4 F-4 _f .x CQ ME W 845.00 a w� � v j f ME "I , _ k 47.70 48.1 r g�. x _ti, -SAW CUT EXI$Z1NG � �xx �F �f h� J `r a I a U, J�� F O V W i i aJ �x The vertical location data shown on this survey is based upon a positional solution derived from Global Positioning System (CPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. Unless otherwise noted, elevations shown hereon are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). This orthometric elevation was derived utilizing the most recent geoidal model (GeoidO3). It is my opinion that the uncertainty in the elevation of the project benchmark does not exceed 0.10 foot. (Control Point #4029) - ELEV. = 846.09 (NAVD88) TBM #1 Northmost flange bolt on fire hydrant west of College Avenue across from drive entrance. ELEV. = 847.02 (NAVD88) TBM #2 Northmost flange bolt on fire hydrant at the northwest corner of 117th Street and College Avenue. ELEV. = 851.18 (NAVD88) X F EXISTING ST _ET LIGHT. \ _ ONS1RUCil/y� Ct�lt� WITH fCTRIC CO. &AEI ac�r ._I _ ._� G� TTER - U' TAR ALF F EXISTING ST _ET LIGHT. 'fix 77-,: ME E _ ONS1RUCil/y� Ct�lt� WITH fCTRIC CO. &AEI ac�r ._I _ ._� G� TTER - U' TAR ALF b GRADING PLAN DRAWING FILES: S: \6k \6096 \001 \dwgs \C102.dwg XREF: S: \6k \6096 \001 \dwgs \0018S.dwg XREF: S: \6k \6096 \001 \dwgs \Title1.dwg XREF: S: \6k \6096 \001 \dwgs \6096001S.dwg XREF: S: \6k \6096 \001 \dwgs \6096001t.dwg XREF: S: \6k \6096 \001 \dwgs \EDPLATSPC.dwg SHEET NO.: R32 Z - a w w " W o CQ �--� z W � rr� w w E-4 F-4 o CQ W w a w� � C:d � � .C� � t o x Ai i II t I �" 1 I 1 A- 848.25 ■'� s o �.� A \ / \ x d 2 Pd, li_ FUU�1r 1 c] ,fir 1 rn ! 11111 i i � I ' I I lam"% r�-r�:;, GRAS,� "FAR ILL E' SIGN \ � ' 'b P'�, NAI'L FJ) fjk' \ 41 v v \ \1 I�11 4� ASSUMED NORTH SCALE: 1 "= 30 ' HOLEY MOLEY SAYS DON'T DIG BLIND 77 "IT'S THE LAW" CALL 2 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. 1. ALL GRADE AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION 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 CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM SEWERS. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. CONTRACTOR SHALL MINIIv, ZE DAMAGE TO EXISTING TREES. 7. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE CWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL ARLA.S SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D- 1557). 9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS. 10. ALL SIDEWALK CRuSS SLOPES SHALL NOT EXCEED 1:50 (2%). NOTE: See erosion control sequence on sheet C801 for pre- construction through post - construction requirements. TOPSOIL NOTC ALL TOPSOIL SHALL BE REMOVED TO A DEPTH OF 6 INCHES OR AS OTHERWISE INDICATED IN THE SOILS INVESTIGATION REPORT BEFORE REMAINING EARTHWORK ACTIVITIES COMMENCE. ONLY TOPSOIL CAPABLE OF BEING USED ON -SITE MAY BE STOCKPILED ON -SITE IN LOCATION DESIGNATED BY OWNER. ALL EXCESS TOPSOIL SHALL BE HAULED OFF -SITE AT NO ADDITIONAL COST TO OWNER. TOPSOIL STOCKPILES PLACED ON SITE SHALL BE TEMPORARILY SEEDED WITHIN THREE DAYS OF PILE COMPLETION. U.�o C,4� co I� of I I Cn� �z U � U U <Q ww vi z Z 000 in w w �ckf cr- R IT niuui� 0� Do��''''% * PE1 500260 STATE OF sSI�4�NAL�,�C` °\\\ \ DATE: 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. (2006) lf4lb Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 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 PROJE6096.001 DRAWN BY: CQ 0 cc RJS ALF SHEET TITLE: GRADING PLAN DRAWING FILES: S: \6k \6096 \001 \dwgs \C102.dwg XREF: S: \6k \6096 \001 \dwgs \0018S.dwg XREF: S: \6k \6096 \001 \dwgs \Title1.dwg XREF: S: \6k \6096 \001 \dwgs \6096001S.dwg XREF: S: \6k \6096 \001 \dwgs \6096001t.dwg XREF: S: \6k \6096 \001 \dwgs \EDPLATSPC.dwg SHEET NO.: R32 Z - a w w W o CQ �--� z W � rr� w w E-4 F-4 o CQ W w a w� � C:d � ° o � ° N a �I DATE: PROJECT PROJE6096.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: GRADING PLAN DRAWING FILES: S: \6k \6096 \001 \dwgs \C102.dwg XREF: S: \6k \6096 \001 \dwgs \0018S.dwg XREF: S: \6k \6096 \001 \dwgs \Title1.dwg XREF: S: \6k \6096 \001 \dwgs \6096001S.dwg XREF: S: \6k \6096 \001 \dwgs \6096001t.dwg XREF: S: \6k \6096 \001 \dwgs \EDPLATSPC.dwg SHEET NO.: R32