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HomeMy WebLinkAbout05030006.46PIPE Q w o CULVERT NOTES 1. GEOTEXTILE TO BE POLYFELT TS700 OR APPROVED EQUAL. V, PIPE Q "� CULVERT ° Q La OR TO EDGE OF SAFETY LEDGE z STR # % OF TOTAL WEIGHT LARGER THAN GIVEN SIZE La W THICKNESS d50 625 6.0' 10 15' 12" 4" 640 6.0' 10' 15' 12" 4" 670 6.75 10' 15' 12" 4" 695 1 3.75' 10' 10' 12" " 705 4.5' 10' 12' 12" ]4! 720 10.5' 10' 20' 12" " END SECTION SEE STRR_I ABOV�_ - RIPRAP & GEOTEXTILE J UNDER END SECTION TOE ANCHOR CROSS SECTION RIPRAP & GEOTEXTILE (SEE NOTES) r-- THICKNESS RIPRAP DETAIL @ END SECTION RIP -RAP GRADATION TABLE SIZE OF STONE % OF TOTAL WEIGHT LARGER THAN GIVEN SIZE 3K 0 2K 20 K 50 0.1 K 90 WHERE K = d50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d50 Storm Structure Data Table 9 C803 „.,,TD _ iER zY ..BO's F r n A -EF'4A E E- J -bE T -.6.D =ER ---I SAFETY LEDGE. SEE LAKE CROSS SECTION FOR DETAIL -------------- - - - - -� I i I I I I I I I i L---------- - - - - -- J GRADE 42 »x76" BASE J CHAIR CURB & GUTTER NEENAH TYPE CASTING T . NO. R -3010 =1 ICI I "DUMP NO WASTE- DRAINS TO WATERWAY" HOME ASPHALT VAR. PIPE SIZE (18" MAX.) RCP RCP /! I I 42 "x76" BASE *FOR DIMENSIONS SEE D -18 ON C806. DOUBLE CURB INLET DETAIL `3� s Y I� E ZI Q I U) N QI I Y­*j PLAN VIEW Grooved end on outlet end to end on inlet end D r R= (F' 7 C803 I PIPE I CONCRETE CULVERT END SECTION I COMPU FED LENGTH OF CULVERT ---I PAY LENGTH END SECTION OF CULVERT LENGTH (D) SLOPE DETAIL 1 1/2"r A I-"- Q lQ 0 9„ -I � 3„ - T _+ i Groove (or tongue) to :4 be the some as on standard reinforced concrete pipe ASTM designation C76 CLASS 'A' CONCRETE LONGITUDINAL SECTION HOOK BOLTS 12 "C to C MAX.SPACING CLASS 'A' CONCRETE RIP RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS 1 1/2 "r 0 I N E +2T I SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENS'C%S OF CONCRETE END SECTi:�^JS FOR ROUND PIPE DIA T (MIN) A C 2* E PIPE SIZE DIRECTION STR.# T.C. INV, IN INV. OUT DEPTH STIR. SIZE; STIR. -TYPE CASTING TYPE' -- -- -- - ----- '.. 1.3 10 1/8" 9" 800 15" 2 1/4" 7" IN OUT IN OUT 3) 12 1/2" S94 C 1,100 Ft_C - 1J -- 3' -0" n 1� -a5 4 = c 1 2 3/4" F I!r _N :. -a r" IE i 2.1 _.. ut4 f G. - - 6 E hE - R -a -- r -;� 2.3 - (C1 14" 1,800 27" c F -E .- _ 1 2.6 18 1/2" 14 1/2" 2,100 30" ;. 57E, I %E R a Z4- SVV 2.9 _1C 1 a 2,400 33" 3 3/4" RE 5' -6" 3.1 18 1/2" 17 1/2" 4,100 36" 4" 1' -5" Z'- _ -3" 6' -0" 3.4 - 20" x TOLERANCE +/- ' rrE E a =a -�_ s I C-,-, e 0 +C D w x, aC r : JE - SA 1 1 R1 .w -- - - _ _41 r _3 lc - ENE -- 704 0 E -` - -f- =.1 -- --R- - --- - �,-- ---F -- �E IJ,.F'- ,._. r _ '. 4 _ .Q G E - T - • E1 -- - iF Eri n. . - -- R_, te f,N F -1 q a r EP. _ J !. a 'C f" ! Ef h v 6.1 1 > _ r ll h.. -- - -- - -- I F N F 1 - -- c vv 1 -E -1 r, F ? /`d I - -- -1 1 F Y JOE R -i-1-- � I 13.9 9C. _ E R- , ,iz 1- - - = 1I x .4 - rl'._E- •.�- .,I �. = -C V, _ h 1 JCL 1. _. _ :C ':. r l_E '._ E ;-,71 -C1 3, E_E I.E - I _ 1,F r�-a r, - 1 y C rf E - _ I' - { _ { -- - -- - - -- _ _ 4? ',`J E R'I _ - n r x �y _11 I 1.L' -1 uJ K.c :i 0 t C. �II ENc- R- 11 _ -C x, _,D_ 5 _URF Pl E- y -+C C- yi ,� aC _ E t E R -'I t. 71 10 j -..;� -W a 1 -. I S N E- R_1 77'_K - -UT, X.l.J -C 7 r 1 R 01 E -;f -- _ - . r N - -: - -- - ,� - a _ - k - ,I Fr PI! E� - - -- - R 1^ - - - - -1 - - 21 J(. -IF - t - r .LE F 1 4 I' F1Ja 722 X'S J _ ,_I IRF N' E 4 � - i 4. If -- -� -� r, : E F ? a 5 ------ 9LJ 1. _. °�� a 0--B R_ :C,1 f'1 -- iliac, 1LE- . - - - C x - r. r 1 E- '�C '' _._a C.I E F. -- - 1 - -- -- _t in - - ^_'? _ ;4 "X t 4' � B y_E - -.. ALE - R -1 - - -" - -.� rV, _ r 1 -- �, v - [ I a X J Y l .. k ,- '.',J _E - !�. -I <. -X E NE R -1.._: „.,,TD _ iER zY ..BO's F r n A -EF'4A E E- J -bE T -.6.D =ER ---I SAFETY LEDGE. SEE LAKE CROSS SECTION FOR DETAIL -------------- - - - - -� I i I I I I I I I i L---------- - - - - -- J GRADE 42 »x76" BASE J CHAIR CURB & GUTTER NEENAH TYPE CASTING T . NO. R -3010 =1 ICI I "DUMP NO WASTE- DRAINS TO WATERWAY" HOME ASPHALT VAR. PIPE SIZE (18" MAX.) RCP RCP /! I I 42 "x76" BASE *FOR DIMENSIONS SEE D -18 ON C806. DOUBLE CURB INLET DETAIL `3� s Y I� E ZI Q I U) N QI I Y­*j PLAN VIEW Grooved end on outlet end to end on inlet end D r R= (F' 7 C803 I PIPE I CONCRETE CULVERT END SECTION I COMPU FED LENGTH OF CULVERT ---I PAY LENGTH END SECTION OF CULVERT LENGTH (D) SLOPE DETAIL 1 1/2"r A I-"- Q lQ 0 9„ -I � 3„ - T _+ i Groove (or tongue) to :4 be the some as on standard reinforced concrete pipe ASTM designation C76 CLASS 'A' CONCRETE LONGITUDINAL SECTION HOOK BOLTS 12 "C to C MAX.SPACING CLASS 'A' CONCRETE RIP RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS 1 1/2 "r 0 I N E +2T I SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENS'C%S OF CONCRETE END SECTi:�^JS FOR ROUND PIPE DIA T (MIN) A C 2* 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" 1'" 4' -1" 6' -2' 3' -0" 1.8 15 1/2" 12" 1,300 21 2 3/4" 1" 3' -^" ! 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" - ' -3" 5' -0" 2.9 18 3/16" 15" 2,400 33" 3 3/4" 1'- 7 3' -6" _ 3" 5' -6" 3.1 18 1/2" 17 1/2" 4,100 36" 4" 1' -5" Z'- _ -3" 6' -0" 3.4 23 3/4" 20" 4,200 TOLERANCE +/- ' PRECAST CONCRETE END SECTION GREATER THAN 5' FROM PAVEMENT: FINAL BACKFILL SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 4" DIA, FROZEN LUMPS OF SOIL, WOOD 0 0 0 0 0 0 0 OR OTHER EXTRANEOUS MATERIAL COMPACTED IN 12" MAX 0 0 0 0 0 0 o LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY. 0 0 0 0 0 0 0 �=1OOOI =O 0000000 1/2 TRENCH 0000000 DEPTH MIN. 0 0 0 0 0 O 0 0 0 0 0 .. .. ... .. .. .... N0. 3405 -A ` NEENAH CASTING "DUMP NO WASTE- DRAINS TO WATERWAY" SOIL ASPHALT T C ASPHALT PLACEMENT ".7 24".o.o. 00 OPENING Q o ° p �p - v. Ii NOTE: AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE I LIMIT OF THE CASTING FRAME. I I e. a..a .a o .z :. STANDARD REINFORCED CONIC. BASE *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. PAVED AREA INLET DETAIL 4 C803 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. 1;" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL HE #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, FINAL BACKFILL BEDDING 12" MIN. - No. 8 STONE 1•D• BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BF 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 AREA - BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.- (REQUIRED IN UNSTABLE SOIL) (3" MIN. @ BELL OF PIPE) 12" 12" No. 8 STONE STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL C803 STORM MANHOLE NEENAH TYPE CASTING GRADE T.C. "DU No. 1772 -A MP NO WASTE- DRAINS TO WATERWAY" STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING a f T.C. NO. R -3010 "DUMP NO WASTE- DRAINS TO WATERWAY" 24" ASPHALT o. Q A OPENING Eli o A. D .D. ° 24" OPENING a 4. NOTE: vp. AS DETAIL SHOWS, STRUCTURE SHALL P BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE LIMIT OF THE CASTING FRAME. I I I I ° o. 4 °.' °. ... `ro... P...... p. . STANDARD REINFORCED CONC. BASE I I I I I I I I I ° b °D I a 'a. a o.° STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. STORM STRUCTURE DETAIL C8 3 *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. CHAIRBACK CURB INLET DETAIL CONCRETE 5 GROUT 12" RCP C803 GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 T.C. "DUMP NO WASTE- DRAINS TO WATERWAY" 'III, II _�- -II ° 4 MIN 24" RISER RING OPENING as o: p I I I I I I I I .04 .4.d STANDARD REINFORCED CONIC. BASE *FOR DIMENSIONS SEE D -18 ON C806. BEEHIVE INLET DETAIL 3 C803 a a 'd 10' MIN. LENGTH 10" PVC FLOW OUTLET CONTROL PIPE 3 C803 z 0 w ►lll / //z �pON T. SO,' / //, GISTEfF r 0 o < No. 10000075 � STATE OF O;;e\F`s, /ND 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) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 45032 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 PROJECT NO.: w LLJ 4, DRAWN BY: CHECKED BY: U z w O STORM SEWER 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. 1;" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL HE #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, FINAL BACKFILL BEDDING 12" MIN. - No. 8 STONE 1•D• BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BF 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 AREA - BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.- (REQUIRED IN UNSTABLE SOIL) (3" MIN. @ BELL OF PIPE) 12" 12" No. 8 STONE STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL C803 STORM MANHOLE NEENAH TYPE CASTING GRADE T.C. "DU No. 1772 -A MP NO WASTE- DRAINS TO WATERWAY" STRAIGHT CURB & GUTTER GRADE NEENAH TYPE CASTING a f T.C. NO. R -3010 "DUMP NO WASTE- DRAINS TO WATERWAY" 24" ASPHALT o. Q A OPENING Eli o A. D .D. ° 24" OPENING a 4. NOTE: vp. AS DETAIL SHOWS, STRUCTURE SHALL P BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE LIMIT OF THE CASTING FRAME. I I I I ° o. 4 °.' °. ... `ro... P...... p. . STANDARD REINFORCED CONC. BASE I I I I I I I I I ° b °D I a 'a. a o.° STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. STORM STRUCTURE DETAIL C8 3 *FOR DIMENSIONS SEE D -18 ON C806. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. CHAIRBACK CURB INLET DETAIL CONCRETE 5 GROUT 12" RCP C803 GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 T.C. "DUMP NO WASTE- DRAINS TO WATERWAY" 'III, II _�- -II ° 4 MIN 24" RISER RING OPENING as o: p I I I I I I I I .04 .4.d STANDARD REINFORCED CONIC. BASE *FOR DIMENSIONS SEE D -18 ON C806. BEEHIVE INLET DETAIL 3 C803 a a 'd 10' MIN. LENGTH 10" PVC FLOW OUTLET CONTROL PIPE 3 C803 z 0 w ►lll / //z �pON T. SO,' / //, GISTEfF r 0 o < No. 10000075 � STATE OF O;;e\F`s, /ND 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) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 45032 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.: 3/1/05 1238.6001 DRAWN BY: CHECKED BY: DCC O STORM SEWER DETAILS DRAWING FILES: N: \1238 \6001 \DWGS\C803. D WG SHEET NO.: +� O E-I z O a � Q z O U � U CZ DATE: PROJECT NO.: 3/1/05 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER DETAILS DRAWING FILES: N: \1238 \6001 \DWGS\C803. D WG SHEET NO.: