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HomeMy WebLinkAbout04110042.30�♦'�itl�it'�� 1 NOTES 1. GEOTEXTILE TO BE POLYFELT TS700 OR APPROVED EQUAL. PLAN VIEW La OR TO EDGE OF SAFETY LEDGE z STR # B La W THICKNESS d50 625 5.25 10' 15' 12" 4" 5" 4' -3" 6' -2" 2' -0" 1.3 10 1/8" V, PIPE w END CULVERT ° SECTION — — — > (SEE STR. # ABOVE) — RIPRAP & GEOTEXTILE UNDER END SECTION TOE ANCHOR CROSS SECTION RIPRAP & GEOTEXTILE (SEE NOTES) r— THICKNESS RIPRAP DETAIL END SECTION- RIP—RAP GRADA110N 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 SAFETY LEDGE. SEE LAKE CROSS SECTION FOR DETAIL -------------------- � I *FOR DIMENSIONS SEE D -18 ON C806. DOUBLE CURB INLET DETAIL N Y CDl z R2 2 Q �nI I — — w o I U XI N <I I (P I Y 6 PLAN VIEW 9 Grooved end on outlet end C803 tongue end on inlet end \ \`l C D B= E �l qF --- - - - --4 I PIPE I CULVERT I I JTTER 3TING VASTE— DRAINS TO WATERWAY" PIPE SIZE MAX.) 7 C803 CC'APUTED LENGTH OF CULVERT PAY LENGTH END SECTION OF CULVERT LENGTH (D) SLOPE DETAIL 1 1/2 "r A Q � o Q Q 0 9,. Groove (or tongue) to c� be the same as on standard reinforced concrete pipe h--1 ASTM designation C76 I A CLASS 'A' CONCRETE LONGITUDINAL SECTION RIP RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS SECTION Y —Y 12 °C to C MAX.SPACING 1 1/2"r HOOK BOLTS L L •. o CLASS 'A' CONCRETE I E +2T r SECTION A —A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T (MIN) A C D E K R1 R_ Z APPROX. WEIGHT 12 2" 5" 4' -3" 6' -2" 2' -0" 1.3 10 1/8" 9" 800 15" 2 1/4" " 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" 14 112" 2,100 30" 3 1/2" 1' -2" 1' -1 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" V -5" 3' -1" 8' -3" 6' -0" 3.4 23 3/4" 20" 4,200 TOLERANCE +/— 1" PRECAST CONCRETE END SECTION rRn Storm Structure Data Table CONTRACTOR TO VERIFY ABOVE OR ALTERNATE STRUCTURE TYPES AND SIZES PER D -18 ON C803. O O O SOIL) GRADE BEEHIVE INLET PLACEMENT NEENAH TYPE CASTING No. R -4342 "1T4 _ T, C. "DUMP NO WASTE— DRAINS TO WATERWAY" 4" MIN D. . 24" RISER RING �.o. OPENING o� :o: v. . STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. BEEHIVE INLET DETAIL 4 C803 GRADE REQUIRED COMPACTION TABLE % STANDARD PROCTOR DENSITY (ASTM D 2321) D A(`VC1I I AA ATFRI GI — (CFF NC)TF) TRENCH AREA CLASS I CLASS II CLASS III CLASS IV BEDDING FLAT SHOVEL 85% 90% UNDISTURBED BOTTOM HAUNCH 85% 90% NO INITIAL BACKFILL NO COMPACTION 85% 90% NO NOTE: IF CLASS I MA ILKIAL IJ UJLU rUK vr_uu ivu, IT MUST ALSO BE USED FOR HAUNCHING. 1/2 TRENCH DEPTH MIN.I w 0 U z w I— 12" MIN. — No. 8 STONE (GRANULAR MATERIAL TO BE USED UNDER ALL 1 PAVED AREAS) 1 4, 4, BEDDING NOTE BACKFILL MATERIAL CLASS I, II, III, & IV OF THE U.S.C.S. SOIL CLASSIFICATION SYSTEM. INITIAL BACKFILL AREA SPRING LINE OF PIPE HAUNCHING AREA -BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.— (REQUIRED IN UNSTABLE SOIL) No. 8 STONE 12'> 12 STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL C803 STRAIGHT CURB & GUTTER NEENAH TYPE CASTING NO. R -3010 T.C. "DUMP NO WASTE— DRAINS TO WATERWAY" ASPHALT 24" - u.. e . OPENING 4.. o NOTE: 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. p. .p. p. 1111.... 1111. p. 1111 1111. 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 1111 1 1111.. 10111 .... - 1111 0 1111 STORM MANHOLE NEENAH TYPE CASTING No. 1772 —A GRADE--\ T. C. "DUMP NO WASTE— DRAINS TO WATERWAY" 24„ - D. CO OPENING o: 4 [�i . o11... STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. STORM STRUCTURE DETAIL 03 '001311 ❑130013❑ 13013013❑ 13131313013 013013130 ❑0130 STORM MANHOLE NEENAH TYPE CASTING No. 1772 —A GRADE T. C. "DUMP NO WASTE— DRAINS TO WATERWAY" 24" - c. OPENING .o.. A . .D. V D'D . .D... 1111.. p. v. . V. v... I . •v I ,D 1111 p,. I ..R I D.' D P. .� . .6. . .4. ....�. 1111 p.. n 1111 . STANDARD REINFORCED CONC. BASE *FOR DIMENSIONS SEE D -18 ON C806. STORM STRUCTURE DETAIL 03 z 0 Uj \�� o a a u w u u w u u7 /i/ GISTE y '�7�- No. 0000075 s - STATE OF so '��F` /NDIANP S'S70NAn u1 G``\`\`• DATE: 11/30/04 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 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 O C\2 U �i O E— z Q ::;� -�_c O z � z O O Q z r�