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Home My WebLink AboutC103 Grading & Drainage PlanDATE: 08/31/01 PROJECT NO.: 3781.001 E3 DRAWN r I TU V CHECKED BY: CZ SHEET TITLE: GRADING DRAINAGE PLAN DRAWING FILES: S: \3k \3781 \001 \dwgs \civil \C103.dwg XREF: S: \3k \3781 \001 \dwgs \civil \001bs.dwg XREF: S: \3k \3781 \001 \dwgs \civil \3781001c.dwg XREF: S: \3k \3781 \001 \dwgs \civil \Titlel.dwg SHEET NO.: .mss. PIPE 0)0.35 MzoK HOLE TC 872.00 INV. E 866.16 INV. SW 866.11 874.15 TC 873.66 GU �piPE 874.05 TC 873.55 GU fE73.701 re 1 gMl CURB INLET TC 872.85 INV. W 868.10 873.60 TC 873.10 GUT 873.65 TC TC 873.45 GUT 874.05 TC 873.55 GUT 5� /�r'B INLET 65 TC 872.50 INV. E 868.16 II 873.15 TC INV. S 867.94 872.65 e‘..4 87 I 6.90 12 673..725 5 GU TC 3 142 (�X" PIP f� GUT IMO 873.98 TC 873.48 TAPER CURB HEM 873.50 TC x873, 872.00 GU 873.70 TC 873.20 GU ••874.35 TC 87.85 GU 874.50 TC 874.00 873.20 873.55 It 873.05 874.65 TC 874.15 874.00 TC 873.50 874.35 TC 83�5 8;3.95 IC 873.45 GU 874.00 It 873.50 872.90 TC 874.10 TC 873.60 GU 874.20 TC 874.45 TC 873.95 GU 87430 TC 873.80 873.75 TC 873.25 GU 874.60 TC 874.10 874.10 TC 873.60 GU 874.40 TC 874.001{C 873.50 74.10 GU 74.30 TC 873.80 874.35 TC 8,85 GU 874.70 874.20 874$0 TC 874 OGU 874.70 TC 874.20 GU 873.90/IC 873. 874.75 TC 874.25 GU 874.15. TG 873.65 GU 873.75 TC 873.25 G MANHOLE TC 871.55 INV. E 865.79 INV. W 865.72 INV. N 867.05 15 LF OF 12" PVC 0 5.26% CURB INLET TC 872.00 INV. W 866.48 INV. NE 866.48 INV. NW 866.48 875.001C 874.50 873.80 GU 8751 .4 7 B. r E 41;1'x33' CM %%7 867. END SE ON iNV $67.75 FROM TO STRUCTURE CASTING TOP OF U.S. INV. D.S. INV. DIA. LENGTH TYPE NOTES TYPE CASTING 417 416 N/A 868.08 867.75 15" 110' RCP END SEC. tit RAP REQ D. 415 412 A R -4342 872.20 866.71 866.48 12" 76' RCP 414 413 A R -3286 872.85 868.10 867.39 12" 47' RCP 413 412 A R -3286 873.30 867.34 866.48 12" 111' RCP 412 411 48" MH R -3286 872.00 866.48 865.79 15" 115' RCP 411 410 48" MH R -1772 871.55 865.72 865.48 18" 73' RCP 404 402 A R -3286 873.20 868.20 867.94 12" 87' RCP 403 402 A R -3286 872.85 868.75 868.16 12" 147' RCP 402 401 E R -3286 872.50 866.90 866.16 15" 84' RCP 401 400 48" MH R -1772 872.00 866.11 865.65 15" 55' RCP 400 399 48" MH R -1772 872.33 865.55 865.44 15" 32' RCP 1 1 1 1 1 1 ti ogv PO1\ A -A 4o. 0 4 '1 i k 4 865.0 k D SECTIONS SCALE: 1"=20' r TA s e' NOTE: `'~---_IF SAND SEAMS ARE FOUND IN 1HE POND AREA CONTRACTOR AVAILABIF� 1 �n --Ap MINIMUM OF' 1 AND BACKFILL WITH PERMEABILITY SOILS COMPACTED TO A MINIMUM 9 STANDARD PROCTOR. A. TOP OF BANK 872.0. NORMAL POOL 868.0 5 4 TOP OF =872.0 +off �o NORMAL POOL 868.0' I B-B 3\860.0 1 ca itcr C 872.41 2' RCP INV. 868.0(E) TELEF110I€ I.iANHOLE 41� SAFETY LEDGE 866.0 0 otv 4. Li SANITARY MANHOLE TG 871.76 iB PVC INY. 860.0(14) /r #8" PVT'. N4V.. 860.1(£) ABLE S?U8 #8" PVC INY. 860.0(S) #8 PVC INV_ 861.001) POSSIBLE SAE 4 ail k 4) 11 9- SANIURY MANi4LE TO =87221 8 PVC INV. x8848 (S) fir PVC INV. =864.8 (W) 2 FN FROM NOR1W465.2 6' PVC INV. X4.8 (E) II II 11 II II iI II li t �?t II bur LTG 672.47 �12' RCP INV. 868.6(W) E12 RCP INY. 868.5(sE) BEEHIVE TC 871.11 12" RCP INV. ess.z(Nw) i5' RCP INY. 666.1(SE) OTIENIERAIL, "NOMES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBIUTY OF' EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF' THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS 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. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL, 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SERVICE WALKS SHALL BE REINFORCED CONCRETE 4" THICK. 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPUANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. REMOVE AND BACKFlLL 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. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTIR D- 1557). 14. ALL PROPOSED GRADES DEPICTED WITHIN PAVED 'AREAS ARE TO REPRESENT THE PAVEMENT GRADE. THE TOP OF CURB IS TO BE 0.5 FEET HIGHER UNLESS OTHERWISE NOTED. 15. 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. 16. ALL SIDEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2%). Gas Indiana Gas Company 15900 Allisonville Road Noblesville, Indiana 46060 (317)773 -0430 size and nature of services. Water Indianapolis Water Company 1220 Waterway Boulevard Indianapolis, Indiana 46202 (317)639 -1501 ext222 Telephone Ameritech 220 North Merldian Street Indianapolis, Indiana 46204 265 -4878 or 1- 800 382 -5544 Note N x ASSUMED NORTH SCALE: 1"= 40 ILIE(GIENTID New Sanitary Sewer (Laterals are shown for referenee only See Sanitary Plan Profiles for Locations) Sanitary Structure Nimber Existing Contour Existing Elevation Proposed Finish Grades Swale Grade Swale Flowline (If Flow Arrow Utility Drainage Esnt. Building Setback Line w Existing Water Main New Water Main Existing Fire Hydrant New Fire Hydrant Existing Water Valve New Water Valve New Gas Main E New Electric Line New Telephone Line Existing Utility Pole Existing Trees Existing Fence 000 000,0 1 000.001 1000.001 e W- DNR BM HAM 60 1989 IN HAMILTON COUNTY, CARMEL QUADRANGLE, SOUTHWEST 1/4 SECTION 23, 118N, R3E, LOCATED AT THE WEST 136TH BRIDGE OVER WIWAMS CREEK. SET iN THE TOP OF THE NORTHEAST CONCRETE WiNG WALL OF' THE BRIDGE. 14.4 FEET NORTH FROM THE CENTERUNE OF WEST 136TH STREET, 0.6 lit! SOUTHEAST FROM THE NORTHWEST FACE OF THE WING WALL, 0.7 FEET BELOW THE ROADWAY, A DEPARTMENT OF NATURAL RESOURCES CONTROL STATION TABLET STAMPED "HAM 30 1989" ELEVATION 870.510 (NM 1929) TBM f1 CUT "X" ON THE EAST BONNET BOLT OF HYDRANT AT THE SOUTHWEST CORNER OF 131ST STREET AND PENNSYLVANIA STREET. ELEVATION 875.67 TBM SET R ILROAD SPIKE, 1 FOOT ABOVE GRADE ON THE WEST SIDE OF POWER POLE #05 -266 ON THE EAST SIDE OF PENNSYLVANIA AND 100 FEET NORTH OF THE SOUTH PROPERTY UNE ELEVATION 874.86 7.71== CCINTTIACTS Cable Television Jones Intercable, Inc. 516 East Carmel Drive Carmel, Indiana 46032 (317)844 -8877 Electric Public Service Indiana Cinergy P.O. Box 312 Noblesville, indiana 46060 1- 800 521 -2232 Sanitary Sewer City of Carmel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571 -2441 Existing Storm Sewer New Storm Sewer Storm Structure Nunber Subsurface Drain (ssD) Existing Sanitary Sew Utl'ity Hotline: within Indiana 1- 800 382 -5544 outside Indiana 1 -800 -428 -5200 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. Storm Sewer City of Carmel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571 -2441 Streets City of Carmel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571 -2441 The nature, size and location of utilities ore per plans and locations provided by the respective utiity companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. eri 0 w LJ ES ff 0 C z a DATE: 11 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. (2001) 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