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HomeMy WebLinkAbout05030006.68NOTES 1. GEOTEXTILE TO BE POLYFELT TS700 OR APPROVED EQUAL. PLAN VIEW �a OR TC EDGE OF SAFETY LEDGE STR # B La 'N THICKNESS d50 760 6.75' 10' 15' 12" 4" 770 7.5' 10' 15' 12" 4" 766 1 3.0' 10' 10' 1 12" 4" V, PIPE Q w END CULVERT ° SECTION - - - - _LSEE STR ABOVE) RIPRAP & GEOTEXTILE UNDER END SECTION TOE ANCHOR CROSS SECTION RIPRAP & GEOTEXTILE (SEE NOTES) r--THICKNESS RIPRAP DETAIL (�%Jy' END SECTION RIP -RAP GRADATION TABLE SIZE OF STONE % OF TOTAL WEIGHT LARGER THAN GIVEN SIZE 3K 0 2K 20 K 50 0.1K 90 WHERE K = d50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d50 Storm Structure Data Table 6 C803 SAFETY LEDGE. SEE LAKE CROSS SECTION FOR DETAIL STR.# T. C. INV. IN INV. OUT DEPTH STR. SIZE STR. TYPE CASTING TYPE PIPE SIZE DIRECTION iN OUT IN OUT 725 906.98 900.03 900.03 3.62 60" CURB INLET R -3010 " 36" 4' -0" W 900.03 36„ N 740 908.30 900.59 900.59 4.38 60" MANHOLE R- 1772 -A 30" 36" N S 741 906.00 901 12 . 901.12 2.09' 60" MANHOLE R- 1772 -A 1 " 30 24" S 901.15 2' -8" NE 742 905.42 901.36 901.36 2.37' 48" CURB INLET R -3010 15" 18" N SW 743 905.42 2,100 902.00 2.00' 24 "X24" CURB INLET R -3010 5-0" 15" 18 3/16" S 745 905.42 901.49 901.49 1.97' 36 "X36" DBL. CURB INLET R -3010 15" 21" N SE 746 905.42 3' -1" 902.00 2.00' 24 "X24" DBL. CURB INLET R -3010 4,200 15" S 760 898.50 END END END 30" SE 761 903.50 898.70 898.70 2.01' 60" BEEHIVE R -4342 30" 30" S W 762 904.10 899.21 899.21 2.10' 60" CURB INLET R -3010 30" 30" S N 763 904.10 899.31 899.31 2.00' 60" CURB INLET R -3010 27" 30" S N 764 904.10 899.61 899.61 1.99' 60" MANHOLE R- 1772 -A 24" 27" S N 765 904.30 900.05 2.00' 48" BEEHIVE R-4342 24" N 770 898.50 END END END 27" NW 771 904.00 898.59 3.31' 6011 MANHOLE R- 1772 -A 27" SE 899.59 12„ NE 772 903.20 898.96 898.96 1.99' 48" BEEHIVE R -4342 24" 24" S W E 773 903.79 899.21 899.21 2.33' 48" CURB INLET R -3010 21" 24" W NE 774 903.79 899.33 899.33 2.50' 48" CURB INLET R -3010 18" 1 21" NW E 775 903.30 899.61 2.00' 24 "X24" BEEHIVE R-4342 18" SE 780 902.60 899.43 2.00' 24 "X24" BEEHIVE R -4342 12" SW CONTRACTOR TO VERIFY ABOVE OR ALTERNATE STRUCTURE TYPES AND SIZES PER D -18 ON C806. GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 T. C. "DUMP NO WASTE- DRAINS TO WATERWAY" - 1I - ° o - - Ii��1= 111�11�11 4" MIN 24" - RISER RING OPENING _.A o. GREATER THAN 5' FROM PAVEMENT: FINAL BACKFILL SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 4" DIA, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL COMPACTED IN 12" MAX LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY. 1/2 TRENCH DEPTH MIN. 1011 ,Ill,, II, SOIL w PLACEMENT ° U z w I I 12" MIN. - I I I No. 8 STONE I I ° - nY STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. BEEHIVE INLET DETAIL Y V� I' ' cal I T 0 Ql� y Q1 I I, Y� PLAN VIEW Grooved end on outlet end tongue end on inlet end r D P-7 F� I - - I PIPE CULVERT I I 4 C803 CONCRETE END SECTION COMPUTED LENGTH OF CULVERT �I PAY LENGTH END SECTION OF CULVERT LENGTH (D) SLOPE DETAIL 1 1/2"r A Q o Q o g„ Q 3" °I Groove (or tongue) to N be the same as on standard reinforced concrete pipe ASTM designation C76 A CLASS 'A' CONCRETE �•- LONGITUDINAL SECTION c�rnri rani v v 1,' WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. 6" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. 1' 4, FINA.- BACKFILL BEDDING BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) COMPACTED IN 6" LIFTS MAX TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. INITIAL BACKFILL AREA SPRING LINE OF PIPE HAUNCHING ARE -A - BEDDING AREA O.D. OF PIPEJ FOUNDATION 4" MIN.- (REQUIRED IN UNSTABLE SOIL) (3" MIN. @ BELL OF PIPE) 12" �_12" No. 8 STONE STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL C803 RIP RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS 1 1/2"r 12 "C to C MAX.SPACING HOOK BOLTS Q I CLASS CONCRETE - E +2T�I SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T (MIN) A C D E K R1 L APPROX. WEIGHT 12" 2" 5" 4' -3" 6' -2" 2' -0" 1.3 10 1/8', 9" 800 15" 2 1/4" 7" 4' -0" 6' -3" 2' -6" 1.5 12 1/2" 11 1,100 18" 2 1/2" 11" 4' -1" 6'-2" 3' -0" 1.8 15 1/2" 12" 1,300 21" 2 3/4" 11" 3' -6" 6' -3" 3' -6" 2.1 16 1/8" 13" 1,500 24" 3" 1' -0" 2' -8" 6' -3" 4' -0" 2.3 16 3/16" 14" 1,800 27" 3 1/4" 1' -1" 2' -5" 6' -3" 4' -6" 2.6 18 1/2" 14 1/2" 2,100 30" 3 1/2" 1' -2" 1' -10" 6' -3" 5-0" 2.9 18 3/16" 15" 2,400 33" 3 3/4" V -3" 3' -6" 8' -3" 5' -6" 3.1 18 1/2" 17 1/2" 4,100 36" 4" V -5" 3' -1" 8' -3" 6' -0" 3.4 23 3/4" 20" 4,200 TOLERANCE +/- 1" PRECAST CONCRETE END SECTION 5 C803 ' . : :■ 1 PSI' STORM MANHOLE NEENAH TYPE CASTING No. 1772 -A GRADE T.C. "DUMP NO WASTE- DRAINS TO WATERWAY" D V 24 „.o.o. �.P . OPENING a.. o: . .C.' V 7 D. . D D D.P I I I I I I I I I I ° .°. .6. a..4 A q -.o. °. . . STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. STORM STRUCTURE DETAIL 03 OEM BOB STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING T.C. NO. R -3010 "DUMP NO WASTE- DRAINS TO WATERWAY" ASPHALT 24" A 0o v OPENING o o P . .D. D. D p N OTE: AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE LIMIT OF THE CASTING FRAME. STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. CHAIRBACK CURB INLET DETAIL 3 C803 Z 0 v� w \\ a �, �GISTER� 'P N o. 10000075 � STATE OF Q -o DATE: 3/1/05 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. (2005) Rbl 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 PRO�1238.6001 DRAWN BY: CHECKED BY: w O STORM SEWER DETAILS DRAWING FILES: N:\ 1238 \6001 \DWGS \PINCKNEY \C803.DWG SHEET NO.: �--� E- w a O ­4 z a � z 4­4 O 0 Q W U U CO W DATE: PROJECT PRO�1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER DETAILS DRAWING FILES: N:\ 1238 \6001 \DWGS \PINCKNEY \C803.DWG SHEET NO.: