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HomeMy WebLinkAbout72-01 C104 Grading and DrainageO C) I- LD N .-i CV ZD D w 3 3 V O J U) Q, 3 10 O 0 / rn LID m / Y m Cr-;!-gR_r11kMIRA\]I, W®'1= 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. Existing Storm Sewer Sheet Detail �, 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO New Storm Sewer Number HOLEY MOLEY SAYS VERIFY ALL EXISTING UTILITIES AND CONDITIONS C802 1 Street Cross Section Details PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE -- g Y C802 5 Concrete Sidewalk Detail �a1j �� DON'T -'� ----- - - - - -- Existing Sanitary ewer C802 6 Sidewalk Ramp For Handicapped Detail DIG CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF New Sanitary ewer `.l THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR -- 00() __ __ Existing Contour C802 4 Curb Detail Benchmark: USUGS BM X -42 1934 — A standard disc stamped 'X -42 1934' � EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR � x F(_E::v set in the SW corner of a 2'x2' concete R.R. seaphone tower based located on BLIND SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF Existing Elevation C802 7 Pipe Underdrain Detail m k� the east side of abandoned R.R., +/- 200' north of Main Street, +/- 15' west ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE 000.00 New Pavement Grade of centerline of 2nd Ave., +/— 100' south of 1st Street N.W. (1929 Datum) ELEV. PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR 000.00 All Other Finish Grades 829.23' �J RESUMED. ME Match Existing Grades All Streets to be 36' in width unless otherwise noted. ACE TBM #30 - Chiseled "X" set in south side of lightpole base 0 south side of 3. STANDARD SPECIFICATIONS FOR THE CITY OF All Rights -of -way to be 50' in width unless otherwise noted. the abandoned Kroger property. ELEV. 834.56' CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY oo Storm Structure Number SEWER AND STORM SEWERS. ACE TBM #60 — Chiseled "X" set in north bolt of a fire hydrant 0 southwest 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES O Sanitary Structure Number corner of Autumn do Crescent Dr. ELEV. 837.09' RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH TIT'S THE LAW" GRANULAR MATERIAL. ACE TBM #61 — Chiseled "X" set in east bolt of a fire hydrant 0 southwest CALL 2 WORKING DAYS BEFORE YOU DIG _ ` _ Approximate Elevation and corner of 3rd Ave do Adams. ELEV. 835.12' S. THE SIZE 'AND LOCATION OF EXISTING UTILITIES SHOWN ARE A roximate Pad Size 1 -800- 382 -5544 PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY ��� PP ALL UTILITY COMPANIES SHOULD BE NOTIFIED COMPANIES. ACE TBM#62 — Chiseled "X" set in east bolt of o fire hydrant ®west side of 3rd CALL TOLL FREE � FLOW Arrow �..���� Ave., +/— 600' south of Adams. ELEV. 833.06' PER INDIANA STATE LAW IS -69 -1991. I PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4" Subsurface Drain �L� IT IS AGAINST THE LAW TO EXCAVATE SERVICES. WITHOUT NOTIFYING THE UNDERGROUND E 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO LOCATION SERVICE TWO (2) WORKING 6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4 ���— Swale (f[) CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. DAYS BEFORE COMMENCING WORK. ASSUMED NORTH THICK AND 4' IN WIDTH. —Water Main > INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK Existing rees 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN SCALE. 1 = 20 COMPLIANCE MATH APPLICABLE O.S.H.A. STANDARDS FOR WORKER g SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN G Existing Gas Main SAFETY. BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY EXPANSION JOINTS, CONTRACTION JOINTS AND - -- i - -- - - i -- -- Existing Telephone 3. IT SHALL ALL ALL B LOCATIONS BEFORE CONSTRUCTION BEGINS. PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH W W-- - Existing Water Main TREES. 8. Existing A CONTRACTION JOINT EVERY 20' OR LESS. Eiti Flowline 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING E TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. - i 5 - Existing Overhead Utilities 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE -- C - - - C – Existing Traffic Signal Conduit PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. 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. 12. 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). I 1 I L-_ A,/ I �_) LJ I I__ `..J I lJ / I L.. _ A' I/ (__) (_J I L__ \-./ I k 1 x s v \0 7� O W h STREET) C p Itn CD 20' B.L. • U f-- W W W W Cn C:) z 0 U O a — L1— _ _ s3 GU I TC C b9 > 831.16 R ����(IC) CURB INLET TOP OF CURB= �b S. INV. (1Zt'130 - C:) k- L _ C3 Uj w a 0 to ILn s z � Or 5 w wM cr-.--: \\a�tuuunuuunia „zi /z NO. 9800085 '• STATE OF ct- DATE: G /�/ ♦� IS DRA ING TH 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) 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 \C104.DWG XREF: 369601 BS.DWG XREF: 369601S.DWG XREF: TOPO.DWG SHEET NO.: X04 z � w z Q� Z CD o E-1 z U F-4 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 \C104.DWG XREF: 369601 BS.DWG XREF: 369601S.DWG XREF: TOPO.DWG SHEET NO.: X04