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HomeMy WebLinkAbout05020007.17NOTES 1, GEOTEXTILE TO BE POLYFELT TS700 OR APPROVED EQUAL. Vq Cn PIPE Q CULVERT La PLAN VIEW I- OR TO EDGE OF SAFETY LEDGE Z STR # B La W THICKNESS d50 600 7' 10' 17' 12" 4" 2" 5" 4' -3" 6' -2" 2' -0" 1.3 END SECTION (SEE STIR. # ABOVE RIPRAP & GEOTEXTILE-` UNDER END SECTION TOE ANCHOR CROSS SECTION RIPRAP & GEOTEXTILE (SEE NOTES) F---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 OAK 90 WHERE K = d50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d50 no ASPHALT T. C. 24" OPENING Q: o: D. SAFETY LEDGE. SEE LAKE CROSS SECTION FOR DETAIL r--------------------- *FOR DIMENSIONS SEE D -18 ON C806. DOUBLE CURB INLET DETAIL Y o — I Q - I N < i I ~ _j_ l- Y� F=- PLAN VIEW 9 Grooved end on outlet end C803 tongue end on inlet end \ D NO. 3405 —A NEENAH CASTING "DUMP NO WASTE- DRAINS TO WATERWAY" - ASPHALT NOTE: AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART 1 I OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE I I LIMIT OF THE CASTING FRAME. I I I I . °..4. .'A.. °.Q p--°..D .n. D. G.. 4..4 .4 . STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C804. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. PAVED AREA INLET DETAIL 10 C803 JTTER >TING VASTE- DRAINS TO WATERWAY" PIPE SIZE MAX.) 7 C803 3.� SCp'OC�' -- - - - - --4 I PIPE I CULVERT I 1 I CONCRETE END SECTION GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 T. C. "DUMP NO WASTE- DRAINS TO WATERWAY" _._ 4" MIN 24" - RISER RING OPENING 4: 4 CO I I I I I I I I I I STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. BEEHIVE INLET DETAIL 4 C803 COMPUTED LENGTH OF CULVERT —yl RIP RAP TO BE PLACED PAY LENGTH END SECTION ON SIDE SLOPE WHEN OF CULVERT LENGTH (D) CALLED FOR ON PLANS SLOPE DETAIL 1 1/2"r o1,71 3" of Groove (or tongue) tom I 1 N be the some as on standard LI s 1�1 reinforced concrete pipe F--i ASTM designation C76 CLASS 'A' CONCRETE LONGITUDINAL SECTION HOOK BOLTS SECTION Y —Y 12 "C to C MAX.SPACING CLASS 'A' CONCRETE 1 1/2"r 0 I N E +2T f 1 SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T (MIN) A C D E K Rl R_ Z 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" V -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 $ C803 GRADE 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. SOIL-' PLACEMENT 1/2 TRENCH DEPTH MIN. a_ w 0 U z w ly- 12" MIN. - No. 8 STONE 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' 1' 4' 4' FINAL 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 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 STRAIGHT CURB & GUTTER NEENAH TYPE CASTING T N0. R -3010 GRATE TYPE IN "DUMP NO WASTE- DRAINS TO WATERWAY" ASPHALT v. 24" . n OPENING o: 4 � NOTE: AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER 1 I THE MAINLINE PAVEMENT BEYOND THE I I LIMIT OF THE CASTING FRAME. I I I I °. a. e... °.o. p.a.'.a . °.. °. . . .p ...4 .. .° ..... ....... p. STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C804. NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. CHAIRBACK CURB INLET DETAIL 5 C803 STORM MANHOLE NEENAH TYPE CASTING GRADE No. 1772 -A T.C. "DUMP NO WAS LE- DRAINS TO WATERWAY" 24" D. . 1 . OPENING 4:. o: d0o D. I I I I I I I I STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. STORM STRUCTURE DETAIL Ca 3 N z O w \\\�� 1 11111 1 1 1 1 1►1 I I I i jai /i _G�STER�O �!F No. 10000075 STATE OF DIA ���iiiu pm n n m uttta���� DATE: 1/31/05 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. (2004) Schneider THE SCHNEIDER CORPORA110N 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 NO.: 1 /31 /05 1238.1004 DRAWN BY: CHECKED BY: CKK O STORM SEWER DETAILS DRAWING FILES: N: \1238 \1004 \DWGS \SECS \C803.DWG SHEET NO.: Rzt I~ U� O W O O z a z o z —1 W O L) v U ?") z DATE: PROJECT NO.: 1 /31 /05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: STORM SEWER DETAILS DRAWING FILES: N: \1238 \1004 \DWGS \SECS \C803.DWG SHEET NO.: