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HomeMy WebLinkAbout72-01 C106 Grading and DrainageLn , e— U Ld w LLJ L-Li Z O F— Q z Z O 0 0 0 Cu m_ c.o Cu ti Cr Cu Li o, 3 0 v i CD 3 CD 0 c.o CT) CLJ M Y M z ��) 1AIF-T1 ANIn AUTUMN FA 'RIVE O L -1�I- 111"IMSY0411 Existing Storm Sewer --�— New Storm Sewer , -------- -__ -_- Existing Sanitary Sewer New Sanitary Sewer oro Existing Contour Existing Elevation 000.00 New Pavement Grade ro W—. _0_01 All Other Finish Grades F—ME-1 Match Existing Grades 0o Storm Structure Number 0 Sanitary Structure Number Denotes Elevation and 000'0 Approximate Pad Size Flow Arrow ------ - - - - -- 4" Subsurface Drain 000.00 33.1 4 9 - — Swale (Iq As.o.3 z4�a — — — Water Main �..•�.�._ Existing Trees 153 - - = Existing Gas Main - i Existing Telephone a' - w - Existing Water Main Existing Flowline - >- Existing Overhead Utilities Existing Traffic Signal Conduit I l � I HOLEY MOLEY SAYS DON'T DIG l� BLIND IT'S THE LAW" C LL 2 WORKING DAYS BEFORE YOU DIG 11- 800 - 382 -5544 CALL TOLL FREE �ISR INDIANA STATE LAW IS -69 -1991. AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. U 1¢- w CL 0 V3 s �o Zo o� w °' ck: 1_: �- f\ LAS � ••��1STERF.''S' 'Q O'•. , N0. 9800085 STATE OF a O AL If // AAI /llllllllllllll1111 \ \ \ \ \ \ \�\\ DATE: �!� p THIS DRAWING AND HE 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 PROJECT NO.: CMEIN\ IMPI&II, WcOMEI(13:0 �kq (CH—HhA1AJR1K_ CHECKED BY: DCC SHEET TITLE: 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 6. SERVICE WALKS SHALL BE NON — REINFORCED CONCRETE 4" N:\3K\3696\001\DWGS\ClO6.DWG 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO THICK AND 4' IN WIDTH. Benchmark: USC &GS BM X -42 1934 — A standard disc stamped "X -42 1934" VERIFY ALL EXISTING UTILITIES AND CONDITIONS 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK set in the SW corner of a 2'x2' concete R.R. semophone tower based located on PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. the east side of abandoned R.R., 0' s 200' north t Main Street, D um west of centerline of 2nd Ave., +/— 100' south of list Street N.W. (1929 Datum) ELEV. CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN 829.23' THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EXPANSION JOINTS, CONTRACTION JOINTS AND r EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH ACE TBM #30 — Chiseled "X" set in south side of lightpole base 0 south side of SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF A CONTRACTION JOINT EVERY 20' OR LESS. the abandoned Kroger property. ELEV. 834.56' ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO ACE TBM #60 — Chiseled "X" set in north bolt of a fire hydrant ® southwest PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. corner of Autumn & Crescent Dr. ELEV. 837.09' RESUMED. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE 3. STANDARD SPECIFICATIONS FOR THE CITY OF PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. ACE TBM #61 — Chiseled "X" set in east bolt of a fire hydrant ® southwest CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY STANDARDS FOR WORKER SAFETY. corner of 3rd Ave & Adams. ELEV. 835.12' SEWER AND STORM SEWERS. 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE ACE TBM #62 — Chiseled "X" set in east bolt of a fire hydrant ®west side of 3rd RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES Ave., +/— 600' south of Adams. ELEV. 833.06' GRANULAR MATERIAL. INTERCEPTED TO BE PERPETUATED INTO STORM SEWER 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN DCD IKIC/)D1JATIrl1kl, DDMAr1Crl.nV TUC DCCDC!`TME' IITII ITV WDITIKI(I TUC OWKICD AAlr) TUC CAIPIAICCD IKI AKIV 1AIF-T1 ANIn AUTUMN FA 'RIVE O L -1�I- 111"IMSY0411 Existing Storm Sewer --�— New Storm Sewer , -------- -__ -_- Existing Sanitary Sewer New Sanitary Sewer oro Existing Contour Existing Elevation 000.00 New Pavement Grade ro W—. _0_01 All Other Finish Grades F—ME-1 Match Existing Grades 0o Storm Structure Number 0 Sanitary Structure Number Denotes Elevation and 000'0 Approximate Pad Size Flow Arrow ------ - - - - -- 4" Subsurface Drain 000.00 33.1 4 9 - — Swale (Iq As.o.3 z4�a — — — Water Main �..•�.�._ Existing Trees 153 - - = Existing Gas Main - i Existing Telephone a' - w - Existing Water Main Existing Flowline - >- Existing Overhead Utilities Existing Traffic Signal Conduit I l � I HOLEY MOLEY SAYS DON'T DIG l� BLIND IT'S THE LAW" C LL 2 WORKING DAYS BEFORE YOU DIG 11- 800 - 382 -5544 CALL TOLL FREE �ISR INDIANA STATE LAW IS -69 -1991. AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. U 1¢- w CL 0 V3 s �o Zo o� w °' ck: 1_: �- f\ LAS � ••��1STERF.''S' 'Q O'•. , N0. 9800085 STATE OF a O AL If // AAI /llllllllllllll1111 \ \ \ \ \ \ \�\\ DATE: �!� p THIS DRAWING AND HE 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.: 5/31/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: GRADING & DRAINAGE PLAN DRAWING FILES: N:\3K\3696\001\DWGS\ClO6.DWG XREF: 369601 BS.DWG XREF: 369601 S.DWG ww SHEET NO.: a r � o o �z w DATE: PROJECT NO.: 5/31/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: GRADING & DRAINAGE PLAN DRAWING FILES: N:\3K\3696\001\DWGS\ClO6.DWG XREF: 369601 BS.DWG XREF: 369601 S.DWG XREF: TOPO.DWG SHEET NO.: