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HomeMy WebLinkAbout06010010.17i i - o PIPE Q w X CULVERT Q �' � n NOTES 1. GEOTEXTILE TO BE POLYFELT TS700 OR APPROVED EQUAL. PLAN VIEW La OR TO EDGE OF SAFETY LEDGE Z STR # % OF TOTAL WEIGHT LARGER THAN GIVEN SIZE La W THICKNESS d5o 631 4.5' 10' 12' 12" 4" 625 45 10' 12' 12" 4" 615 4.5' 1 10' 12' 1 12" 1 4" PIPE Q w END CULVERT SECTION - - - - (SEE STR. # ABOVE) - RIPRAP & GEOTEXTILE (SEE NOTES) F- THICKNESS RIPRAP & GEOTEXTILE J UNDER END SECTION TOE ANCHOR CROSS SECTION RIPRAP DETAIL Q END SECTION RIP -RAP GRADATION TABLE 9 C803 SIZE OF STONE % OF TOTAL WEIGHT LARGER THAN GIVEN SIZE 3K 0 2K 20 K 50 0.1K 90 WHERE K = d,o NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d50 SAFETY LEDGE. SEE LAKE CROSS SECTION FOR DETAIL --------------- - - - --I I , *FOR DIMENSIONS SEE D -18 ON C806. DOUBLE CURB INLET DETAIL .7 9" Y I' z I- Tom'' c I�I � I I X N QI \�� I I I PLAN VIEW Grooved end on outlet end tongue end on inlet end D r R- r - - - - - - - ---- - - ---I I PIPE CULVERT I I JTTER )TING BASTE- DRAINS TO WATERWAY" PIPE SIZE MAX.) C803 :.OMPUTED LENGTH OF CULVERT yl PAY LENGTH END SECTION OF CULVERT LENGTH (D) SLOPE DETAIL i 1/2"r A Q I Fi o Q a o g, 3" Groove (or tongue) to be the some as on standard reinforced concrete pipe ASTM designation C76 I A CLASS 'A' CONCRETE : LONGITUDINAL SECTION SECTION Y -Y 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 ° 0 ,. I CLASS 'A' CONCRETE I E +2T SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIC%S FOR ROUND PIPE DIA T (MIN) A C DEPTH E K R1 L APPROX. WEIGHT 12" 2" 5" 4' -3" 1 c' -2" 2' -0" 1.3 10 1/8" 9" 800 15" 2 1/4"1 7" 4' -C" ! 6' -3° 2' -6° 1.5 12 1/2" 11' 1,100 18" 2 1!2" 11" c' -," 6' -2" 3'_p" 1.8 15 1/2° 12" 1,300 21 2 3i4" 11" 3' -6" 6' -3" 3' -6" 2.1 16 1/8" 13 1,500 24" �" 1' -C' 2' -R" 1 6'-3" 4' -0" 2.3 16 3/16" 14" 1,800 27" 3 1/4" _ - 6'- 3" 4' -6" 2.6 18 1/2" SE 2,100 30" 3 1/2" 1' -2" i­-10" 6' -3° 5-0° 2.9 18 3/16 "15" 2,400 33" 3 3/4" 1' -3" 3' -6" 8' -3" 5' -6" 3.1 18 1/2" 17 1/2" 4,100 36" 4" NE 3' -1" 8' -3" 6' -0" 3.4 23 3/4" 20" 4,200 TOLERANCE +/- PRECAST CONCRETE END SECTION 8 C803 Storm Structure Data Table 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. S 0 1 LJ PLACEMENT 1/2 TRENCH DEPTH MIN.I LJ 0 v z LIJ f- 12" MIN.- -� B- BORROW I WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B- 13ORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS 1­0 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' 1' 4' 4' FINAL BACKFILL BEDDING BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE B- BORROW (INDOT SPEC", COMPACTED IN 6" LIFTS MAX ­ 10 NOT LESS THAN 95% STANDARD PROCTOR DENSITY. INITIAL BAC! i ARL- I SPRING LIIJE C! E I I I HAUNCHING HRf 1, I� - BEDDING O.D. OF PIPE FOUNDATION 4" MIN.- (REQUIRED IN UNSTA6LE ^Cl;; (3" MIN. © BELL OF PIPE) 12" \�12" No. 8 STONE STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL 0803 STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING T.C. NO. R -3010 "DUMP NO WASTE- DRAINS TO WATERWAY" ASPHALT OPENING o NOTE: p q00 ° AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART I OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE I LIMIT OF THE CASTING FRAME. I t o. "....o..v....Qp. °..Q.... °.. °...P.n STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. CHAIRBACK CURB INLET DETAIL 5 C803 STR.# T. C. INV. IN INV. OUT DEPTH STR. SIZE STR. TYPE CASTING TYPE PIPE SIZE DIRECTION IN OUT IN OUT 615 884.00 END END END 18" NE 616 890.28 884.47 884.47 4.10 1 48" I CURB INLET R -3040 18" 18" NE SVV 617 890.28 884.54 884.54 4.03 48" CURB INLET R -3040 18" 18" NE SW 618 891.40 884.65 884.65 5.04 48" MANHOLE R- 1772 -A 12" 18" NE SE 619 885.00 END END END 12" SVV 625 884.00 I END END END 18" NE 626 888.40 884.16 884.16 2.53 48" MANHOLE R-1 772-A 18" 18" NE SW 627 888.31 884.52 884.52 2.08 24 "X24" DOUBLE CURB INLET R -3040 12" 18" NE SW 628 888.31 884.60 2.54 24 "X24" CURB INLET R -3040 12" SW 631 881.94 END I END END 18" Ri SW 632 885.50 882.23 882.23 1.56 24 "X24" ' BEEHIVE R -4342 12" 18" NW NE 633 887.42 883.29 883.29 2.96 48" CURB INLET R -3040 12" 12" NW SE 634 887.42 1 883.42 2.83 24 "X24" CURB INLET R -3040 12" SE *CONTRACTOR TO VERIFY ABOVE OR ALTERNATE STRUCTURE TYPES AND SIZES PER D -18 ON C806. GRADE al BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 \ T . "DUMP NO WASTE- DRAINS TO WATERWAY" 4" MIN * RISER RING QA 00 OPENING QQ D. . I I I I I I I I I I .Q ° D. ° D. STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. BEEHIVE INLET DETAIL 3 C803 .:::■■ STORM MANHOLE NEENAH TYPE CASTING GRADE T.C. -� No. 1772 -A "DUMP NO WASTE -DRAIN TO W/Ajl -R,- VIA cD. 00 OPENING ° A i I I I I I I I I I I I o STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. STORM STRUCTURE DETAIL CS 3 la iI ! l� ST- N o. `r T4TE OF DATE: 12/30/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXC -U9 ✓E INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED Ok REPRODUCED, IN WHOLE OR IN PART, WI THO!'7 THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (_Du5)j i Schneid tl THE SCHI,t17DE R C'.ORPCIF';ATI Ieleal ohe: 31 7.569.811 x: 56.6410 .;!iii °✓.♦V; Cr�:QIr!P?=P„ _ IS c,rne vuli l .( erV:Ce3 Lc� d SurvE :Irg Landscape Architecture Transportation Engineerirg - i I I LEA. E: PROJECT NO_ 12/30/05 1238.1501 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER DETAILS DRAWING FILES: N: \1238 \1501 \DWGS \C803.DWG -_H .T_7 NC.: - - - -- - - - i i� j i I� I I! �: Ri I �I LEA. E: PROJECT NO_ 12/30/05 1238.1501 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER DETAILS DRAWING FILES: N: \1238 \1501 \DWGS \C803.DWG -_H .T_7 NC.: - - - -- - - - i i� j i I�