Loading...
HomeMy WebLinkAbout03100016 Tom Wood Subaru Construction Drawings pg. 04Sheet No. 4 OF 10 756.9 756.4 756.9 756.4 757.0 756.5 756.5 756.7 756.2 756.6 757.0 756.7 756.2 75612 706 TC 71 1 TC GUT 756.6 756.1 756.4 757.0 756.5 7' 7! 755.8 756.7 757.0 756.5 756.6 756.2 756.6 M.E. M.E. 756.7 TC GL M.E. M.E. CRAM AND DRANAGE NOTES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES EXCEPT WHERE SHOWN. 8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVED AREAS IS TO BE BACKFILLED WITH GRANULAR MATERIAL. 9. STANARD SPECIFICATIONS FOR THE LOCAL GOVERNING AUTHORITY SHALL APPLY FOR ALL STROM SEWER CONSTRUCTION. 2. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 1.0 3. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING VEGITATION. 4. SLOPES SHALL NOT BE GREATER THAN 3:1 UNLESS NOTED. 5. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 6. FILL UNDER LAWN AREAS SHALL BE COMPACTED TO AT LEAST' 90 PERCENT STANDARD PROCTOR DENSITY (ASTM D- 1557). FILL UNDER BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT STANDARD PROCTOR DENSITY (ASTM D- 1557). 7. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTIES PRIOR TO THE START OF CONSTRUCTION IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED. THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL, OR IMPORTING OF EARTH. 757.2 IC 756.7 UT 48' OF 18" RCP 0 0.25% GRADE 753.41 1 91' OF 170 RCP 0 1.43% GRADE 3.41 t E TC =755.60 G RAD OUT I =751 90 56.70 TC N IN =75 .90 GUT n IN INV. =7 2.31 7 .6. 46' Oi 1 8 RCP 0.22% GRADE 756.741 TC 756.2 GUT ?56.4© 701 TC= 756.90 N INV. IN =751.80 W INV. IN =753.22 SE INV. OUT= 751.80 NEENAH CASTING OR APPROVED EQUAL 756.0a M.E. `70' OF 12" RCP 0 0.30% GRADE 708 TC =756.75 N INV. IN =753.61 SE INV. OUT =753.61 757.4 757.0 L 709 TC= 756.75 INV. IN OUT =753.82 756.3# M.E. 757.3 109' OF 12" RCP 0 0.30% GRADE F.F. 75750 756.0 756.1 755.6 757.31 STORM SEWER STRUCTURE DATA TABLE STR. STRUCTURE CASTING PIPE ELEVATIONS GRADE CONNECT TO REMARKS NO. TYPE TYPE L.F. SIZE TYPE TC UPSTM DNSTM STRUCT. 710 STORM INLET R -3433 109 12" SDR35 756.65 754.15 753.82 0.30 709 709 STORM INLET R -3433 70 12" SDR35 756.75 753.82 753.61 .030 708 708 48" MANHOLE R -4342 91 12" RCP 756.75 753.61 752.31 1.43 702 707 CURB INLET R -3275 29 12" RCP 756.50 753.50 753.41 0.30 706 706 CURB INLET R -3275 10 12" RCP 756.50 753.41 753.22 t61 701 705 STORM INLET R -3433 157 12" RCP 755.80 752.80 752.33 0.30 704 704 STORM INLET R -3433 81 15" RCP 755.65 752.33 752.16 0.21 703 703 STORM INLET R -3433 165 18" RCP 755.70 752.16 751.90 0.16 702 702 STORM INLET R -3433 46 18" RCP 755.60 751.90 751.80 0.22 701 701 48" MANHOLE R -1772 48 18" RCP 756.90 751.80 751.68 0.25 700 710 TC =756.65 INV. OUT =754.15 703 TC =755.7O OUT INV. =752.1 IN INV. =752.16 1 1100/03 'City Planning Comments 2 112/29/03 ITAC Comments FLOOD MAP INFORMATION FLOOD INSURANCE RATE MAP THE SITE DOES NOT LIE WITHIN A FLOODWAY OR FLOODWAY FRINGE PER HAMILTON COUNTY, INDIANA, AND INCORPORATED AREAS, PANEL 236, MAP 18057CO236F, EFFECTIVE DATE FEBRUARY 19, 2003. tHE SITE IS ZONED "X BENCHMARK HAM G -30 A BRONZE PLATE SET IN SOUTH END OF THE WEST PARAPET OF AN 18 FOOT SLAB TOP CULVERT. ALSO, 0.8 MILE NORTH OF MARION HAMILTON COUNTY UNE ON SR -431. 2.8 MILES SOUTH OF SR -234. GREENFIELD DISTRICT. ELEVATION OF 773.50'. TBM #1 5/8" REBAR WITH ORANGE CAP, STAMPED "TRAVERSE LOCATED 3.9 FEET NORTH OF NORTH CURB UNE OF E. 96TH STREET AND 3.5 FOOT EAST OF A POWERPOLE GENERALLY ALONG THE SUBJECT EAST UNE ELEVATION OF 756.88'. TBM #E2 MAG NAIL 39.7 FEET SOUTH OF 8" BLOCK WALL AND 21.5 FEET EAST OF 8" BLOCK WALL CORNER. ELEVATION OF 756.04'. TOM WOOD SUBARU 1700.001 700.50 700.00 F.F.= 700.00 LEGEND C =755 UT INV PROPOSED SANITARY LATERAL CLEAN OUT PROPOSED STORM SEWER ALL OTHER FINISHED GRADES TOP OF CURB GRADE /GUTTER GRADE MATCH EXISTING GRADE DENOTES ELEVATION OF FINISHED FLOOR GRAPHIC SCALE falcon 13110 Promise Rood, Noblesville, IN 46060 Phone: (317) 841 -3141 Fax: (317) 841 -9951 0 .752.80