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Home My WebLink AboutC102 Grading Plan1 REI INVESTMENTS, INC 300 N MERIDIAN ST., SUITE ?00 DRAWN BY: RDR CHECKED BY: ALF SHEET TITLE: GRADING k PLAN I' DRAWING FILES: 5: \1211 \020 \DWGS \C102 f XREF: S: \1211\020 \dwgs\020Civ-bs.dwg XREF: S: 1211 \016\ dwgs \RoadPlans \O16Rd- hs.dwg XREF: S: \1211 \016 \dwgs \12110161.dwg XREF: S: \1211 \016 \dwgs \1211O16t.dwg XREF: S: \1 211 \020 \dwgs \Titlel .dwg SHEET NO.: C202 I DATE: 04/02/04 PROJECT NO.: 1211.020 DRAWN BY: RDR CHECKED BY: ALF SHEET TITLE: GRADING k PLAN I' DRAWING FILES: 5: \1211 \020 \DWGS \C102 f XREF: S: \1211\020 \dwgs\020Civ-bs.dwg XREF: S: 1211 \016\ dwgs \RoadPlans \O16Rd- hs.dwg XREF: S: \1211 \016 \dwgs \12110161.dwg XREF: S: \1211 \016 \dwgs \1211O16t.dwg XREF: S: \1 211 \020 \dwgs \Titlel .dwg SHEET NO.: C202 :SNO ARI a\ R II I!III V G;SrL V l No. *o P E19500260 O f 11111111111 l DATE: ,5 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSI`!E INTEI I FCTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, 4 ?THOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION COPYRIGHTED BY THE SCHNEIDER CORP (..:00 C: '7) 1, 1_L ..J:) 8 [84 846.5 X 84 I NT 1840. 840.35 GUT M I I 0 TO GU (4 0 9 J4U 0 4' 839,85 Ti: L r 84070 TC 840.20 GUT 840.50 TC 840.00 GUI 40 75 TO 8 -.25 GU 840..1 TC 840.20 -UT TRASH AREA 839.90 TO 839.40 GUT 841.18 TO 841.18 GU 1 841.301 840.90 TC- 840.90 GUTI 04, 1841.30- 1840.64 1841.15 F841.301 q 0 N J /14, dstj 81, egSF q S�' °s �J {841.15 1841.30! [8417)0 841.14 84 839.70 TC 8.39.20 CUT 841.20 TO 84030 GU 840 83'9. PL 9,90 8 0 840.30 TC 839.80 GUT' 840 45 TC 839.95 GUI 8'39.95-V.; 1 840 20 TC 8'39.45 GUI 1 839 6 GU 5 840.6 0 839.60 TC 839.10 GUTI 840.60 LL C PR ti X- Y. x r338.95k Tr 839 -15 GUf 839,3TC 9.25 GUT 840.80 838.50 GRADE BR[AV 1841 83 i0 u39.40 GUT 839.65 TC '1839.15 GUT 839.55 TC 839.05 G r 839 -80 TC'� 839.30 GU 839.90 TC 1 839.40 GU 840.05 TC 839.55 GUT ti 1840.90] :t i�. 839.75 TC 839.25 GUT 839.90 TC 839.40 GUT r- 541 TC 840.55 'GU/ r f X ULAT D -L-4T ,IT[ „I (SL[ ARCH TL ORAL 1 {839.80] x,840.80 TC 840.30 GUT 840.50 ETC 40.00 U 840.50 TC 1 840.00 GU DA Parkin See Note 840.40 TC 839.90 GU +1 {840.x51 840.90 843.50 1841.4' co 839.15 TC Lo 838.65 GU 1 840 -25 TO 839.75 GUT\ 840.55 TC 1 840.05 GUT 840.90 840 r 839:05 TC 838.55 GU 839.70 TC 839,20 GUT i 8 40 N 842 843 (841.40 30' REAR YARD SETB.AC RECLLATED DRAIN E.SMT eP 130;651 x.999 AC RIPRAP EXISTING DETE\T]ON POND 100 YR FLOOD ELEVATION 836.00 88°59 ,',O 150.00' DISCLAIMER FOR THE USE OF DIGITAL FILES THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. G If_ T ILIEC�L"�T� 10 000.00 000 w w N E 1 Existing Storm Sewer New Storm Sewer Storm Structure Number Subsurface Drain (ssD) Existing Sanitary Sewer New Sanitary Sewer (Laterals are shown for reference only) Sanitary Structure Number Existing Contour Existing Elevation Proposed Finish Grades Swale Grade Swale Flowline (I[) Flow Arrow Utility Drainage Esmt. Building Setback Line Existing Water Main New Water Main Existing Fire Hydrant New Fire Hydrant Existing Water Valve New Water Valve New Gas Main New Electric Line New Telephone Line Existing Utility Pole Existing Trees Existing Fence 11 A 1'Z ASSUMED NORTH SCALE: 1 30 TBM #1 Cut square on the north side of a concrete area light base at the northeast corner of the parking lot west of the site. ELEV. 844.46 (NAVD88) TBM #2 Cut "X" in the south rim of sanitary manhole SS #K, north of Carmel Drive across from site. ELEV. 841.15 (NAVD88) 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. The vertical location data shown on this survey is based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. The coordinate values shown are in the Indiana State Plane Coordinate System East Zone on the 1983 North American Datum (NAD83) utilizing the Continuously Operating Reference Station (CORS) adjustment as determined by NGS. It is my opinion that the Theoretical Uncertainty (TU) of the project coordinates does not exceed the above stated TU of this survey. Unless otherwise noted, elevations shown hereon are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). It is my opinion that the uncertainty in the elevation of the project benchmark does not exceed 0.10 foot. TBM #3 Cute square in west side of a concrete area light base at the southeast corner of the parking lot west of the site. ELEV. 844.36 (NAVD88) 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. GraAIDIENCT 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 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. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 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 (2 IN ALL DIRECTIONS TO COMPLY WITH A.D.A. REQUIREMENTS. 10. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2 STANDARD TOPSOIL NOTE TO APPEAR ON ALL GRADING PLANS THIS IS A BASIC NOTE THAT WILL NEED TO BE ON ALL GRADING PLANS. ALL TOPSOIL SHALL BE REMOVED TO A DEPTH OF OF 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. ANY OF THE STATEMENTS BELOW MAY BE ADDED TO THE ABOVE NOTE AS THE SITUATION WARRANTS. TOPSOIL STOCKPILES PLACED ON SITE SHALL TEMPORARILY SEEDED WITHIN THREE DAYS OF PILE COMPLETION. TOPSOIL WHICH HAS BEEN STOCKPILED IN THE DESIGNED LOCATION MAY BE SOLD FROM THE SITE UNTIL DAYS FROM PROJECT COMPLETION AT WHICH TIME ALL EXCESS TOPSOIL SHALL BE HAULED OFF -SITE AT NO ADDITIONAL COST TO THE OWNER. THE RETENTION POND MAY BE OVER EXCAVATED FOR PURPOSES OF OBTAINING NEEDED FILL MATERIAL AND THE BACKFILLED WITH EXCESS TOPSOIL. THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Arch itecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 1