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HomeMy WebLinkAbout06070061.6NOTE: 1. See C806 for typical spot grades around Bungalow Buildings. 2. Subgrade for Bungalow Buildings is 8" below finished floor grade. t II11051 x201 1:4,111 � TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. t1OD' SOUTH OF CLARIDGE FARM ENTRANCE, ELEVATION - 893.39 L_L_ 0 r-- C� v- �j ASSUMED NORTH SCALE: 1 "= 30 ' 30 0 15 30 60 GRAPHIC SCALE 1 " =30' HOLEY MOLEY SAYS "DON'T DIG BLIND" "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. -- - -� Existing Storm Sewer ® • New Storm Structure - - - - - - - - - - - - Subsurface Drain (ssD) °....... °ate -m -m -mom- Existing Sanitary Sewer New Sanitary Sewer (Laterals are shown for reference only) Imo' \I 00111 W I 1, ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILIT f 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 TI-,E 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 MINIMIZE 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 OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). 9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (27.) IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS. 10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2%). NOTE: See erosion control sequence on sheet C801 for pre- construction through post - construction requirements. TOPSOIL NOTE: ALL TOPSOIL SHALL BE REMOVED TO A DEPTH AS 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 TEMPORARILY SEEDED WITHIN THREE DAYS OF PILE COMPLETION. z 0 a V) w m 00 U U �j:2� n CL �N I I CD� aW I � &i 0 N Sao W 00%X11111 I T r u u D , , �s ,, 0 0 R PE19500260 - STATE OF DATE: 41 285 lo rp 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. (2005) C7t 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 Existing Contour 10/31/05 Existing Elevation �—' 835 - Proposed Contour F00_0 _001 Proposed Finish Grades DOO.00 TC Proposed Finish Grades 000 -00 GU (TC =Top of Casting; GUT = Gutter) Swale Flowline(E) N:\ 1238\ 6001 \dwgs \PEMCRU \PETrOU —Badrg Flow Arrow — — — - Utility & Drainage Esmt. W Existing Water Main R: \5k \5471 \001 \dwgs \50001bsdwg Existing Fire Hydrant b4 Existing Water Valve Existing Utility Pole rCD F-+—I Existing Trees - - -- X - ---- -- X - -- Existing Fence Imo' \I 00111 W I 1, ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILIT f 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 TI-,E 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 MINIMIZE 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 OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 8. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). 9. ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (27.) IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS. 10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2%). NOTE: See erosion control sequence on sheet C801 for pre- construction through post - construction requirements. TOPSOIL NOTE: ALL TOPSOIL SHALL BE REMOVED TO A DEPTH AS 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 TEMPORARILY SEEDED WITHIN THREE DAYS OF PILE COMPLETION. z 0 a V) w m 00 U U �j:2� n CL �N I I CD� aW I � &i 0 N Sao W 00%X11111 I T r u u D , , �s ,, 0 0 R PE19500260 - STATE OF DATE: 41 285 lo rp 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. (2005) C7t 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 NO -: 10/31/05 GO ;` cat ° r.- `o z z RDR ALF SHEET TITLE: W PLAN DRAWING FILES: \1238 \044 \dwgs \C103— CW-drg N: \1238 \T0P0 \Ca21 -dwg N: \1238 \6001 \dwgs \12386001e.dwg N:\ 1238\ 6001 \dwgs \PEMCRU \PETrOU —Badrg N: \1238 \6001 \dwgs \Towne Road \TR— STM— BS.dwg N. \1238 \6003 \dwgs \6003— BS-dwg XRER It \1236 \D44 \dwgs \- rMe1.dwg N: \1238 \6001 \dwgs \6001 -8S drg M \1238 \D44 \dw9s \044bs dwg R: \5k \5471 \001 \dwgs \50001bsdwg SHEET NO.: (C R ('D`4 I F rCD F-+—I ^ F---� U C < :L ^ r O I wo a UD � E- w W E1 rn DATE: PROJECT NO -: 10/31/05 1238.044 DRAWN BY- CHECKED BY: RDR ALF SHEET TITLE: GRADING PLAN DRAWING FILES: \1238 \044 \dwgs \C103— CW-drg N: \1238 \T0P0 \Ca21 -dwg N: \1238 \6001 \dwgs \12386001e.dwg N:\ 1238\ 6001 \dwgs \PEMCRU \PETrOU —Badrg N: \1238 \6001 \dwgs \Towne Road \TR— STM— BS.dwg N. \1238 \6003 \dwgs \6003— BS-dwg XRER It \1236 \D44 \dwgs \- rMe1.dwg N: \1238 \6001 \dwgs \6001 -8S drg M \1238 \D44 \dw9s \044bs dwg R: \5k \5471 \001 \dwgs \50001bsdwg SHEET NO.: (C R ('D`4