Loading...
HomeMy WebLinkAbout06010026.12ir�,•�it I:�i•�i ii i1i i f�i�•y i�/y 1 NOTES 1. GEOTEXTIlF UNDERLAYMENT TO BE POLYFELT TS700 OR APPROVED EQUAL. PLAN VIEW La OR TO EDGE OF SAFETY LEDGE i i i yt STR# B Lo W THICKNESS d 50 101 EMBANKMENT 85' 20' 18" 6" 103 4' 12 12' 18" 6" 110 7' 10' 12' 18 6" R E PIPE W END d � CULVERT SECTION RIPRAP & GEOTEXTILE UNDER END SECTION TOE ANCHOR RIPRAP do GEOTEXTILE (SEE NOTES) r—THI( RIPRAP DETAIL @END SECTION z SAFETY LEDGE. SEE LAKE CROSS SECTION FOR DETAIL NO SCALE RIP -RAP GRADATION TABLE 12 0802 SIZE OF f. OF TOTAL WEIGHT STONE LARGER THAN GIVEN WHERE K = d50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d 50 VARIES (NEW OR EXISTING) GRADE (NEW OR EXISTING) 3.25' 3.25' r 3:1 11 sill op MAX 51OP� =I STANDARD HYDRO S-150 EROSION CONTROL SEEDING W /STRAW BLANKET AS MANUFACTURED BY MULCH & TACKIFIELD NORTH AMERICAN,GREEN, OR RIPRAP AS NOTED. TYPICAL SWALE SECTION 9 C802 .PAVEMENT ' :. INSTALLA EQ TION RUIRED: °• ° " 4- • EXTENDING 20' FROM STORM INLETS • o WHERE SHOWN ON THE GRADING PLAN. 4" 4" • PIPE MATERIAL PER INDIANA DEPT. OF MIN MIN TRANSPORTATION SPECS. No. 718.02 WASHED 4" DIAM. PERFORATED #8 GRAVEL PLASTIC PIPE WITH GEOTEXTILE SOCK 4" PIPE UNDERDRAIN 10 FROM STORM INLETS c802 NO SCALE 2" PVC SLEEVE DRAIN 00o000 000000 000000 000000 GRADE NEENAH TYPE CASTING T.C. N0. R- 3286 -8 TRITE! r ASPHALT d ° (TYPE "E") PRECAST ♦.a. CONCRETE BOX 30 "X30" X m � • Q E ° ° GROUT >� 6" "B' BORROW CHAIR BACK CURB INLET 8 TYPE "F" STRUCTURE cso2 N.T.S. NO. R -3472 ASPHALT NEENAH CASTING F ° (TYPE „E „) .q:` PRECAST •' ; CONCRETE BOX 30 "X30" X < M :2 a ° d GROUT 6. 6” "B' BORROW INLET DETAIL FOR PAVED AREA 13 N.T.S. TYp "F'" C TP 11(` TI i P P �� 19" I Grooved end on outlet end tongue end on inlet end D PIPE CONCRETE CULVERT END SECTION K\ ; COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED PAY LENGTH END SECTION ON SIDE SLOPE WHEN OF CULVERT LENGTH (D) CALLED FOR ON PLANS SLOPE DETAIL IN a s =i a 0 I Q 3" o Groove (or tongue) tom N be the some as on standard — reinforced concrete pipe ASTM designation C76 I A CLASS 'A' CONCRETE �► LONGITUDINAL SECTION 1 1/2r SECTION Y -Y 12 "C to C AX.SPACIN HOOK BOLTS ° 0 d N CLASS 'A' CONCRETE E +2T SECTION A_A 'I CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE SIZE 3K 0 2K 20 K 50 O.1K 90 WHERE K = d50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d 50 VARIES (NEW OR EXISTING) GRADE (NEW OR EXISTING) 3.25' 3.25' r 3:1 11 sill op MAX 51OP� =I STANDARD HYDRO S-150 EROSION CONTROL SEEDING W /STRAW BLANKET AS MANUFACTURED BY MULCH & TACKIFIELD NORTH AMERICAN,GREEN, OR RIPRAP AS NOTED. TYPICAL SWALE SECTION 9 C802 .PAVEMENT ' :. INSTALLA EQ TION RUIRED: °• ° " 4- • EXTENDING 20' FROM STORM INLETS • o WHERE SHOWN ON THE GRADING PLAN. 4" 4" • PIPE MATERIAL PER INDIANA DEPT. OF MIN MIN TRANSPORTATION SPECS. No. 718.02 WASHED 4" DIAM. PERFORATED #8 GRAVEL PLASTIC PIPE WITH GEOTEXTILE SOCK 4" PIPE UNDERDRAIN 10 FROM STORM INLETS c802 NO SCALE 2" PVC SLEEVE DRAIN 00o000 000000 000000 000000 GRADE NEENAH TYPE CASTING T.C. N0. R- 3286 -8 TRITE! r ASPHALT d ° (TYPE "E") PRECAST ♦.a. CONCRETE BOX 30 "X30" X m � • Q E ° ° GROUT >� 6" "B' BORROW CHAIR BACK CURB INLET 8 TYPE "F" STRUCTURE cso2 N.T.S. NO. R -3472 ASPHALT NEENAH CASTING F ° (TYPE „E „) .q:` PRECAST •' ; CONCRETE BOX 30 "X30" X < M :2 a ° d GROUT 6. 6” "B' BORROW INLET DETAIL FOR PAVED AREA 13 N.T.S. TYp "F'" C TP 11(` TI i P P �� 19" I Grooved end on outlet end tongue end on inlet end D PIPE CONCRETE CULVERT END SECTION K\ ; COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED PAY LENGTH END SECTION ON SIDE SLOPE WHEN OF CULVERT LENGTH (D) CALLED FOR ON PLANS SLOPE DETAIL IN a s =i a 0 I Q 3" o Groove (or tongue) tom N be the some as on standard — reinforced concrete pipe ASTM designation C76 I A CLASS 'A' CONCRETE �► LONGITUDINAL SECTION 1 1/2r SECTION Y -Y 12 "C to C AX.SPACIN HOOK BOLTS ° 0 d N CLASS 'A' CONCRETE E +2T SECTION A_A 'I CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T (MIN) A C D E K Rt IZ 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 1' -0" 2' -8" 6' -3" 4' -0" 2.3 16 3/16" 14" 1,800 27" 3 1/4" 1 1' -1" 2' -5" 6' -3" 4' -6" 2.6 18 1/2" 14 1/2" 2,100 30" 3 1/2-1 V -2" 1' -10" 6'- 3" 5' -0" 2.9 18 3/16',15" b a> 2,400 33" 3 3/4" 1' -3" 3' -6" 8' -3" 5' -6" 3.1 18 1/2" 117 1/2" 4,100 36" 4" 1 1' -5" 1 3' -1" 8' -3" 6' -0" 3.4 123 3/4" 20" 4,200 TOLERANCE PRECAST CONCRETE END SECTION 11 - cso2 000000 000000 OBOOOD T.C. ASPHALT NEENAH TYPE CASTING NO. R- 3286 -8 L; 4„ MIN :a-0 A %% � RISER RING .... v........p....p.... . , y . .... v ..... .. . .. .... .....,.:.. ..q... . A o V:..d. ...v .... y. .. .p...... 6" "B" BORROW STANDARD REINFORCED CONC. BASE DIMENSIONS (INCHES) a MAX B I.D. c (MIN) 12 1 36 1 18 15 1 36 1 21 18 1 48 1 25 21 1 48 1 28 4 48 31 27 60 34 30 6 38 33 60 d 36 60 44 42 60 so STORM MANHOLE DETAIL r5 N. T. S. 0802 NO. R -3472 NEENAH CASTING ASPHALT d ' (TYPE "A ") :• PRECAST CONCRETE BOX 4 22 "x22" X M M..• j. ° GROUT Y • ♦ 4 6" "B" BORROW NLET DETAIL FOR PAVED AREA N.T.S. TYPE "A" STRUCTURE PIPE SIZE A B 000000 D+ 16 D+ 12 36" AND GREATER I D + 24 D + 12" 000000 HAUNCH (GRANULAR 85% 90% NO 000000 NO COMPACTION 85% 90% NO 000000 GRADE NEENAH TYPE CASTING T.C. ry NO. R- 3286 -8 MOWNASPHALT d U 04 Wz d (TYPE "A ") O CQ • PRECAST CONCRETE BOX O DQ d 22 "x22" Y w X ' >71 m� �;• . U o a ° GROUT .... ..................•............ d. . • .•...•... 6" "B" BORROW CHAIR BACK CURB INLET 7 TYPE " A" STRUCTURE c80 2 N.T.S. PIPE SIZE A B UP T033 D+ 16 D+ 12 36" AND GREATER I D + 24 D + 12" MAX. WIDTH A MIN. WIDTH B (2' -6" MIN.) PLACE 1/2" DIA EXTRUDABLE -V PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW 63 PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING • • .. "•• - ' �' 4' -12" NOMINAL 1/2' BUM RUBBER 24" I.D. 1• BASE EX RUDABLE PREFORMED GASKET MATERIAL (TYP) 34 "O.D. GASKET DETAIL SECTION A -A ADJUSTING RING DETAIL NO SCALE \,,C HEAVY DUTY LMPHOLE CASING w/ San UD. NEENAH R- 1974 -A OR APPROn EQUAL 11" GRADE }+ -6-�{ 6" CONCRETE DOUR 6' PIPE APPROX. 90' gSPRING ONG RADIUS WYE �- SANrrARY SERER LATERAL TYPICAL CLEANOUT DETAI 3 WITH PLUG cso2 NO SCALE REQUIRED COMPACTION TABLE % STANDARD PROCTOR DENSITY (ASTM D 2321) BACKFILL MATERIAL - (SEE NOTE) TRENCH AREA CLASS I CLASS II CLASS III CLASS IV BEDDING FLAT SHOVEL 85% 90% UNDISTURBED BOTTOM HAUNCH (GRANULAR 85% 90% NO INITIAL BACKFILL NO COMPACTION 85% 90% NO NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING, 09/03/02 IT MUST ALSO BE USED FOR HAUNCHING. 1/2 TRENCH MATERIAL PLACEMENT ° f /j DEPTH MIN. (GRANULAR MATERIAL TO \ II, I ti, BE USED UNDER ALL III 04, PAVED AREAS) INITIAL BACKFILL AREA 12" MIN.— SPRING LINE OF PIPE No. 8 STONE , , I'D' HAUNCHING AREA BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.— `12 (REQUIRED IN UNSTABLE SOIL) No. 8 STONE 12" STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL 4 z a Ln s \`� \ Y X\ r i Do ='k PE1 500260 STATE OF -' ,j /NDI ANP. • �� ! 11111111111 1111 DATE: 12--2-C) L 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. (2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering \�jj \�j/ 4' 09/03/02 4� �� BACKFILL SOIL Ld \/\ CWD MATERIAL PLACEMENT ° f /j DETAILS CLASS I, II, III, & IV _ \ OF THE U.S.C.S, SOIL 0 CLASSIFICATION Z Ld SYSTEM. ry BEDDING d U 04 Wz INITIAL BACKFILL AREA 12" MIN.— SPRING LINE OF PIPE No. 8 STONE , , I'D' HAUNCHING AREA BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.— `12 (REQUIRED IN UNSTABLE SOIL) No. 8 STONE 12" STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL 4 z a Ln s \`� \ Y X\ r i Do ='k PE1 500260 STATE OF -' ,j /NDI ANP. • �� ! 11111111111 1111 DATE: 12--2-C) L 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. (2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 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.: 09/03/02 3357.003 �t- c\2 CHECKED BY: CWD JCZ SHEET TITLE: u7 DETAILS DRAWING FILES: S: \3k \3357 \003 \dwgs \CB02.dwg XREF: S: \3k \3357 \003 \dwgs \Title1.dwg x O w � cc3 � d U 04 Wz p -ll'� O CQ O DQ o O rn w U >71 � MID F•� -�•� U x co V co a1 x b a> O DATE: PROJECT NO.: 09/03/02 3357.003 DRAWN BY: CHECKED BY: CWD JCZ SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3357 \003 \dwgs \CB02.dwg XREF: S: \3k \3357 \003 \dwgs \Title1.dwg SHEET NO.: