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HomeMy WebLinkAbout8r DISTANCE DEFINED BY D.O.T. REQUIREMENT MIN. 6" TOP501L TO ENSURE GRA55 GROWTH IF NOT UNDER PAVEMENT M10IMCsM WI#? 1'i EDGE OF PAVEMENT, CURE GUTTER OR 51MILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY IT IF WITHIN 5' OF EDa E OF PAVEMENT, USE IV BORROW OR EQUIV. GRANULAR MATERIAL 6c COMPACTED TO 95% STANDARD PROCTOR DENSITY FOR ENTIRE TRENCH BACKFILL y NOTE: ALL INITIAL BACKFII�.L 5H.A .L LEGEND BE INSTALLED IN 6 TO 12 BALANCED LIFTS. bc= OUTSIDE DIAMETER A MINIMUM 9" OF CLEARANCE D= INSIDE DIAMETER SHALL BE PROVIDED ON EACH d= DEPTH OF BEDDING MATERIAL BELOW PIPE SIDE OF THE INSTALLED PIPE. DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN) 27" ¢ SMALLER 5 30" TO 60" 4 66" ¢ LARGER 6 REINFORCED CONCRETE PIPE (RCP) 6EDDIN4 DETAIL NOT TO SCALE 1. � ' � �'' �i• � RESERVE PARKING * VAN Z: GREEN - ILLUMINATING o TAPE (ARROW) _ GREEN - ILLUMINATING TAPE (BORDER) O 3 VAN ACCE5515LE " TO BE NOTED FOR 5PACE5 DE516NATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL NOT TO SCALE DWG FILE: C:\98\327\98327SD1 SPELLCHK: PLOT SCALE: 1:24.000 EDIT DATE: 05/15/98 L PLOT ORIGIN: 0.00,0.00 EDITED BY: FAST - S17 MIN. 12" IF NOT WITHIN 5' Or; EDGE OF PAVEMENT: USE "B' BORROW COMPACTED TO 90% STANDARD PROCTOR DENSITY TO 1/6 OF PIPE DIAMETER AND REGULAR 1/6 Bc BACKFILL TO TOP OF TRENCH d 5KY DLUE PAINT W/ 5AND MIXED IN PAINT FOR NDN -SLIP FINISH. 4" WHITE 60RDER GREEN - ILLUMINATING TAPE (LETTERS) BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) DISTANCE DEFINED BY D.O.T. REQUIREMENT MIN. G" TOP501L TO ENSURE GRA55 GROWTH IF NOT • UNDER PAVEMENT - EDGE OF PAVEMENT, CURB GUTTER OR 51MILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY - I T - I 11 IF WITHIN 5' OF EDGE OF PAVEMENT, USE #8 CRUSHED STONE OR APPROVED EQUIV, CLA55 I BEDDING Bc MATERIAL HAND TAMPED 02 WALKED INTO PLACE TO MIP OF 12 ABOVE TOP OF PIPE AND 01i BORROW COMPACTED TO 95% STANDARD PROCTOR DEN5ITY TO TOP OF TRENCH. NOTE: ALL INITIAL BACKFI�L SHALL LEGEND BE INSTALLED IN 6' TO 12" BALANCED LIFTS. Bc= OUT5IDE DIAMETER A MINIMUM 9" OF CLEARANCE D= INSIDE DIAMETER SHALL BE PROVIDED ON EACH d= DEPTH OF BEDDING 51DE OF THE INSTALLED PIPE. MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE _ D d (MIN) 27" ¢ SMALLER--- 4 50" TO 60" 4 66" ¢LARGER 4 PLASTIC PIPE (PVC HDPE) DEDDING DETAIL NOT TO SCALE 10 0 ------FILL 5AND COMPACTED METHODBY PROCTOR LONGITUDINAL SECTION TRENCH SECTION UNDER PAVE FNT NOTES: NOT TO SCALE - 1.) CONTRACTOR TO CONSULT 5PECIFICATION5 FOR COORDINATION OF MATERIALS TO BE USED. � - -J o w U a a 2" PIPE '-`,' o " �U5ETYPE 15OR16 CASTING TYPE "C" INLET NOT TO SCALE NOTES: 1. CA5T-IN-PLACE OR PRECAST INLET 5HALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE I.N.D.O.T. STANDARD 5PECIFICATION5. 2. TYPE "C" INLET 15 INTENDED FOR USE PRIMARILY AS A SINGLE CURB LINE INLET AT THE LOW POINT OF A SAG VERTICAL CURVE. 3. WHEN PIPE 15 FIELD CONNECTED TO A PRECAST UNIT, THE PRECAST UNIT SHALL INCLUDE A FIELD POURED CLA55 "A' CONCRETE COLLAR OF A 6 INCH MINIMUM LONGITUDINAL AND RADIAL THICKNE55. 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE 5" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF 5UBGRADE OR BASE UNTIL SURFACE 15 PLACED. MIN. 12" IF NOT WITHIN 5' OF EDGE OF PAVEMENT, USE #8 CRUSHED STONE OR APPROVED EQU IV. CLA55 I BEDDING MATERIAL HAND TAMPED q WALKED INTO PLACE TO MIN. OF 12 ABOVE TOP OF PIPE AND REGULAR BACKFILL TO TDP OF TRENCH. d 11 Y N - I- + N ;9 W - 16" L N VIEW GROOVED END ON OUTLET END TONGUE END ON INLET END D C 6--(D-C) ,6 �oaoo .. �E� Ca Q om0 CLA55 A CONCRETE 6"MIN. • V R.C. PIPE ( BELL ¢ SPIGOT JOINT) a A ck 911 a 1 1 /2"R 3" _� �. GROOVE (OR TONGUE) TO BE THE SAME AS ON STANDARD o REINFORCED CONCRETE PIPE 6 N ASTM DESIGNATED C76 CLA55 "A" CONCRETE LA LONGITUDINAL SECTION CONCRETE IN THESE END 5ECTION5 SHALL BE THE SAME GRADE AND STRENGTH A5 SPECIFIED FOR REINFORCED CONCRETE PIPE, A.5.T.M. DE51GNATION C-76 ( as 6 out in standard specifications. ) REINFORCEMENT IN THE "C" PORTION 5HALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.5.LM DESIGNATION C-76 FOR THE 51ZE OF CONNECTING PIPE. ( as set out in standard specifications. ) REINFORCEMENT IN THE IV PORTION SHALL HAVE A CRO55 SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. THE END OF THE PIPE CULVERT 5HALL BE PLACED IN THE CONCRETE END SECTION 50 THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF IrE END SECTION IN A SMOOTH, PLEASING TRAN51TION APPROXIMATELY 10-0 IN LENGTH. VARIATIONS IN DIMEN5ION5 - THE THICKNE55 OR THE CONCRETE, THE P051TION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMEN51ON5 A5 PROVIDED IN THE 5PECIFICATION5 FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.5.T.M. DESIGNATION C-76. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE 15 USED A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND 5HALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATER, THEN THE USE OF METAL END SECTION 15 PROHIBITED. END 5ECTIONP WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION COMPLETE IN PLACE AND ACCEPTED. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END 5ECTION5. THEA C05T THEREOF 5gALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR PIPE END 5ECTION . D O 6,. CD C2 OQ �O D • D D ' • NEENAH R-2560 CASTING 6"MIN. m1019 © 0 n [A Q& • i Typi o ig D cD D • D 4" MIN. CLA55 A CONCRETE PIPE CATCH DASIN DETAIL V DEEH IVE INLET NOT TO SCALE ��P RIP -RAP TO BE PLACED 4. 1ILL5�0°f C ON DE SLOPE CALLED F R ON P WHEN I PIPE I CONCRETE CULVERT I END SECTION _ —� COMPUTED LENGTH OF CULVERT PAY LENGTH OF CULVERT - END SECTION LENGTH (D) SLOPE DETAIL 12" C. TO C. TA* (MIN') 111 RADIUS TOOLED HOOK DIA. ROUND EDGE BITUMINOUS - = R2 PAVEMENT 12" (TYP) 5" 4'-3" 6'-2" 2'-0" 1.3 FINISH N> GRADE 9" 800 15" 21 4" f 7" 4'-0" 6'-3" 2'-6" 1.5 VERT. #5'5 0 24" 0. C. - \ "q1i CONCRETE 18" `r 11" HORIZ. #4'5 0 12" O.C. 3'-0" L SECTION Y -Y E + 2T 151 2" cu NOTE: U3E iH15 DETAIL FOR �/ ��..... 23/4' CYRBS � 8. STANDARD 6 S-6" NOTE: METAL PIPE END 5ECTION5 MAY BE USED WITH CONCRETE x 18' CURB WILL �1E PIPE PROVIDING THE METHOD 15 APPROVED BY THE ENGINEER - ADEQUATE FOR 5 8' 1500 24" 3" 12" 2'-8" 6'-3" all 2.3 16 3 16" 1811-24" CURD 1800 NOT TO SCALE 3 1 4" 11 Y N - I- + N ;9 W - 16" L N VIEW GROOVED END ON OUTLET END TONGUE END ON INLET END D C 6--(D-C) ,6 �oaoo .. �E� Ca Q om0 CLA55 A CONCRETE 6"MIN. • V R.C. PIPE ( BELL ¢ SPIGOT JOINT) a A ck 911 a 1 1 /2"R 3" _� �. GROOVE (OR TONGUE) TO BE THE SAME AS ON STANDARD o REINFORCED CONCRETE PIPE 6 N ASTM DESIGNATED C76 CLA55 "A" CONCRETE LA LONGITUDINAL SECTION CONCRETE IN THESE END 5ECTION5 SHALL BE THE SAME GRADE AND STRENGTH A5 SPECIFIED FOR REINFORCED CONCRETE PIPE, A.5.T.M. DE51GNATION C-76 ( as 6 out in standard specifications. ) REINFORCEMENT IN THE "C" PORTION 5HALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.5.LM DESIGNATION C-76 FOR THE 51ZE OF CONNECTING PIPE. ( as set out in standard specifications. ) REINFORCEMENT IN THE IV PORTION SHALL HAVE A CRO55 SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. THE END OF THE PIPE CULVERT 5HALL BE PLACED IN THE CONCRETE END SECTION 50 THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF IrE END SECTION IN A SMOOTH, PLEASING TRAN51TION APPROXIMATELY 10-0 IN LENGTH. VARIATIONS IN DIMEN5ION5 - THE THICKNE55 OR THE CONCRETE, THE P051TION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMEN51ON5 A5 PROVIDED IN THE 5PECIFICATION5 FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.5.T.M. DESIGNATION C-76. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE 15 USED A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND 5HALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATER, THEN THE USE OF METAL END SECTION 15 PROHIBITED. END 5ECTIONP WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION COMPLETE IN PLACE AND ACCEPTED. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END 5ECTION5. THEA C05T THEREOF 5gALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR PIPE END 5ECTION . D O 6,. CD C2 OQ �O D • D D ' • NEENAH R-2560 CASTING 6"MIN. m1019 © 0 n [A Q& • i Typi o ig D cD D • D 4" MIN. CLA55 A CONCRETE PIPE CATCH DASIN DETAIL V DEEH IVE INLET NOT TO SCALE ��P RIP -RAP TO BE PLACED 4. 1ILL5�0°f C ON DE SLOPE CALLED F R ON P WHEN I PIPE I CONCRETE CULVERT I END SECTION _ —� COMPUTED LENGTH OF CULVERT PAY LENGTH OF CULVERT - END SECTION LENGTH (D) SLOPE DETAIL 12" C. TO C. TA* (MIN') MAX. SPACING I HOOK DIA. BOLT K R1 R2 APPROX. WEIGHT 12" (TYP) 5" 4'-3" 6'-2" 2'-0" 1.3 —1()1 8" 9" 800 15" 21 4" f 7" 4'-0" 6'-3" 2'-6" 1.5 121/2" 1 1/2"RCLA55 "q1i CONCRETE 18" cu 11" 4'-1"6'-2" 3'-0" L SECTION Y -Y E + 2T 151 2" SECTION A -A 1300 CONCRETE PIPE TOE ANCHOR 23/4' PRECAST CONCRETE END SECTION S-6" NOTE: METAL PIPE END 5ECTION5 MAY BE USED WITH CONCRETE S-6" PIPE PROVIDING THE METHOD 15 APPROVED BY THE ENGINEER 161/8' PRIOR TO INSTALLATION OF PIPE. 1500 DIA. TA* (MIN') SCALE: C* D* E* K R1 R2 APPROX. WEIGHT 12" 2" 5" 4'-3" 6'-2" 2'-0" 1.3 —1()1 8" 9" 800 15" 21 4" f 7" 4'-0" 6'-3" 2'-6" 1.5 121/2" 11" 1100 18" 21 2" 11" 4'-1"6'-2" 3'-0" 1.8 151 2" 12" 1300 21" 23/4' 11" S-6" 6'-3" S-6" 2.1 161/8' 13" 1500 24" 3" 12" 2'-8" 6'-3" 4'-0" 2.3 16 3 16" 14" 1800 27" 3 1 4" 13" 2'-5" 6'-3" 4'-6" 2.6 18 3/16' 14 112 - 2100 30" 31/2" 14" 1'-10" 6'-3" 5-0" 2.9 181/2" 15" 2400 33" 33/4' 15" S-6" 8'-3" j 5'-6" 1 3.1 233/4' 17 1/2" 4100 36" 4" 17" S-1" 8'-3" 6'-0" 13.4 1 243/16- 20" 4200 * TOLERANCE t1" 6" OR 8" X/1 " BITUMINOUS— PAVEMENT r+_� � EXIST. - 1—' I_GROUND cu 100% COMPACTED � WELL DRAINEDCOMPACTED ¢ WELL-DRASUbGRADEINEDall � ACKFILL MONOLITHIC CURB DETAIL NOT TO SCALE IOLED CONTt 9,� JOINT WIDE, MIN. DEPTH APPLY ANTI-5PALLING 4 CONC. 5LA5 W/ COMPOUND BROOM FIN 15H „ 6 1" RADIUS -TOOLED 6x6 W1.4xW1.4xW.W.F. ROUND EDGE •a �• o . 011 — 1I �; ,III -1 I I S ,III -1 I •l1 •' — GRANULAR -I I i— III l �9 FILL I I • Q'- #4 REBAR (CONT.) TOP ¢ BOTTOM COM6INED CURD If WALK DETAIL NOT TO SCALE 8" PLAIN CONCRETE 1 G" COMPACTED If WELL -DRAINED 5UDGRADE CONCRETE PAVEMENT SECTION NOT TO SCALE PAVEMENT NO. 115 SURFACE cu NO. 9 BINDER a NO. 53 STONE NO. 2 STONE ­NPACTED It WELL LIGHT DUTY PAVEMENT DRAINED SUDGRADE NOT TO SCALE NO. 115 SURFACE N0.9 BINDER NO.53 STONE NO.2 STONE w.." .ACTED I WELL DRAINED 5U5GRADE 100' 20 TOP OF CURD (TYP) Tl1D AC DA\/CI•CAIT BOTTOM OF CURB -� TRAN 5VER5E EXPAN 51 ON J01 N T5 VARIES W/TYPE OF CURD CURD JOINT DETAIL NOT TO SCALE IKHnz)Vr-K�t CONTRACTION JOINTS DAIS: 04/24/98 SCALE: A3 SHOWN DRAWN BY: Jc5 CHK'D BY: R.R.H. .JOB NO. 98-327