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Home My WebLink About06060001.29SANITARY MANHOLE - TYPE "A" NOT TO SCALE PVC OR CONCRETE DAM 1 "B "/4 NOTE _ SEE SANTAW W# -K)LE DETAIL ON THIS SHIEF FOR PROCMU;ES OF MI OCISIkUCIION NO' ACDICM IN THIS DETAL PVC OR REINFORC CONCRETE PIPE INFLUENT SEWER FLOW 1" B �- CLASS "A" BEDDING SHALL BE PLACED UNDER ALL PIPE WHERE EXCAVATION FOR MANHOLE EXTENDS UNDER INFLUENT SEWER COMPACTED GRANULAR BACKR L CLASS "B" CONCRETE MANHOLE BASE CLASS "B" CONCRETE 1/2- EXPANSION BOLT MANHOLE SECTION 4 0 16" 12" 1 12" 712" �INIMUM 18" OVERLAP SECTION PLAN DROP PIPE DETAILS (NOT TO SCALE) "A. MANHOLE CASTING SCHEDULE g" MANUFACTURER I SELF SEALING I WATERTIGHT - NEENAH I R- 1642 -A I R- 1916 -F1 orlfl'Ce EAST JORDAN 1 1045 Z2 I 1045WT SANITARY MANHOLE - TYPE "A" NOT TO SCALE PVC OR CONCRETE DAM 1 "B "/4 NOTE _ SEE SANTAW W# -K)LE DETAIL ON THIS SHIEF FOR PROCMU;ES OF MI OCISIkUCIION NO' ACDICM IN THIS DETAL PVC OR REINFORC CONCRETE PIPE INFLUENT SEWER FLOW 1" B �- CLASS "A" BEDDING SHALL BE PLACED UNDER ALL PIPE WHERE EXCAVATION FOR MANHOLE EXTENDS UNDER INFLUENT SEWER COMPACTED GRANULAR BACKR L CLASS "B" CONCRETE MANHOLE BASE CLASS "B" CONCRETE 1/2- EXPANSION BOLT MANHOLE SECTION 4 0 16" 12" 1 12" 712" �INIMUM 18" OVERLAP SECTION PLAN DROP PIPE DETAILS (NOT TO SCALE) "A. CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, g" (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS - SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED orlfl'Ce PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF Area KENT SEAL, (SEE MANHOLE CASTING SCHEDULE). (elev) FINISH GRADE (elev) PRECAST CONCRETE ADJUSTING RING 24" DIA. DOUBLE ROW OF KENT SEAL 1'(min) MANHOLE STEPS PER SPECS =III =1 lNFISHIELD "UNIBAND" BUTYL RUBBER INTERIOR JOINTS AND LIFT HOLES T C. ELEV SM -S SHALL BE SEALED WITH NON- SHRINK 864.90 GROUT PER SPECS ! X68.907 SET BARREL JOINTS ON DOUBLE ROW OF KENT SEAL N� MANHOLE REINF. PER ASTM SPECS SM -S -SW 875.00 N PIPE DIA. PER PLAN & PROFILE X77.017 BENCHWALL SHALL BE CLASS "B" CONC. BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. d MANHOLE -TO -PIPE CONNECTION BOOTS SHALL SM -S BE A -LOCK, DURA SEAL, OR APPROVED EQUAL 877.00 CL" 879.758 6" MIN. COMPACTED #8 STONE SANITARY MANHOLE - TYPE "A" NOT TO SCALE PVC OR CONCRETE DAM 1 "B "/4 NOTE _ SEE SANTAW W# -K)LE DETAIL ON THIS SHIEF FOR PROCMU;ES OF MI OCISIkUCIION NO' ACDICM IN THIS DETAL PVC OR REINFORC CONCRETE PIPE INFLUENT SEWER FLOW 1" B �- CLASS "A" BEDDING SHALL BE PLACED UNDER ALL PIPE WHERE EXCAVATION FOR MANHOLE EXTENDS UNDER INFLUENT SEWER COMPACTED GRANULAR BACKR L CLASS "B" CONCRETE MANHOLE BASE CLASS "B" CONCRETE 1/2- EXPANSION BOLT MANHOLE SECTION 4 0 16" 12" 1 12" 712" �INIMUM 18" OVERLAP SECTION PLAN DROP PIPE DETAILS (NOT TO SCALE) "A. NORMAL g" 21" OR LESS 12" 24" TO 36" > 9' ZD 6' NOTE: RENO MATTRESS SPECIFICATIONS PER \ MACCARERRI ENVIRONMENTAL SOLUTIONS OR ALTERNATE APPROVED BY THE HAMILTON COUNTY SURVEYOR. RENO MATTRESS CHANNEL DETAIL (No Scale) ON CONTROL BLANKET OTH SIDES OF CHANNEL 30 "MIP SECTION A -A COVER AND SEAL - END OF LATERAL PROPERTY OR EASEMENT LINE FLOW A PLAN VIEW - 4 MAIN SEWER LINE NOTES: 1. PIPE BEDDING FOR LATERALS SHALL BE THE SAME AS FOR MAIN LINE SEWER. 2. NORMAL GRADE FOR LATERALS SHALL BE 1/4° PER FOOT. 3. MINIMUM GRADE FOR LATERALS SHALL BE 1/8" PER FOOT. 4. ALL FITTINGS SHALL BE SDR 26. 5. DEPTH AT PROPERTY LINE TO BE APPROX. 5 FEET BELOW ESTABLISHED GRADE EXCEPT WHERE MAIN LINE GRADE FIXES SHALLOWER DEPTH 6. MARK END OF LATERAL AT PROPERTY LINE WITH A METAL FENCE POST. LATERAL DETAIL (NOT TO SCALE) 'X YEAR (MIN.) 24 "X24" STIR CO ORIFICE AT NORMAL POOL POND OUTLET CONTROL STRUCTURE (NOT TO SCALE) Storm Water NORMAL 6 -inch '0O Year Management POOL orlfl'Ce CARMEL STANDARDS Area SLOPE 1/4'j1FT (elev) (elev) (elev) 2' 1'(min) 5 =III =1 T C. ELEV SM -S -W 864.90 864.90 ! X68.907 PROFILE SM -S -SW 875.00 875.00 X77.017 LEVEL LINE CROWN __1/4"/FT.--, MONOLITHIC OR SM -S -S 877.00 877.00 879.758 2' MIN. = 11 =1 I - III - III - III -III =1 = I = 2' MIN, SM -S -SE 884.00 884.00 886.534 p MIN 6" SUBSURFACE DRAIN N TRENCH W/ AGGREGATE (SEE PAVEMENT SECTION) MIN RIGID PAVEMENT MIN 6" SUBSURFACE DRAIN IN TRENCH I SM -S -E 879.00 8�9.00 881.122 CONSTRUCTION SECTION 906.17 OF STANDARD SPECIFICATIONS. 'ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON SM -N -E 872.00 8 73.128 ALL SUBSURFACE DRAINS TO BLOCK OR r BE CONSTRUCTED WITH SM -N -NE DOUBLE -WALL, SMOOTH BORE 871.50 871.5G 74.798 CONC. WALLS SM -N -N 870.00 870.00 73.040 = PIPE SIZE 8 " -15 18 " &0 VE BEDDING BELOW O.D. /4 O.D /4 PIPE BARREL MIN. MAX.=8" _ MIN WIDTH= - 1.25(0.D.) +12" SEE Cfi1 DF CARMEL STANDARD KFILL NOTES 0. D. SEE On OF CARMEL ° - STANDARD BACKRLL NOTES - v v v 90 v 1 /2 0 D 6 "MIN vv- v vv (BELOW BARREL) ° _ _ - ° ° v ' -- - _ 'J 6 "MIN '� 'J v v v v , (BELOW BELL) j8 CRUSHED STONE BELL HOLE EXCAVATED BEDDING SECTION DETAIL PVC & HDPE PIPE (,NO SCALE,; SAW CUT FOR CLEAN BREAK EXISTING F1.5" HMA SURFACE EXISTING PAVEMENT PAVEMEN' AL/ 12" THICK PLAIN CONCRETE -D� NOTES_ TO BE FINISHED 1.5" BELOW _1(I 1. NEW SU FACE IS TO BE SLOPE, THE SAME THE EXISTING PAVEMENT RATE AS THE EXISTING SURFACE. 2. EXISTING PAVEMENT IS 'O BE SAW CUT FOR A PLOWABLE FILL TO BE PLACED 1�O MIN. CLEAN BREAK ENTIRE TRENCH TO BOTTOM BOTH 3. TRENCH SPOIL IS TO BE REMOVE ROM SITE OF CONCRETE ELEVATION SIDES OF ¢ 1-5" HMA #11 SURFACE. TRENCH 5. BITUMINOUS TACK APPL,ED AS AEI` NDIANA DE =-. OF HIGHWAYS STANDARD SDECIFICA`�' 409 & 9 6 ALL LANE MARKINGS, S_RIPING S-5P BARS, F-_ DISTURBED OR REMOVED = JIING E-= �,✓ATION ROAD CUT PATCH DETAIL ACTIVITIES, SHALL BE RETURNED "= - -EIR ORIGIN CONDITION. ( NO SCALE) 7. PLAN CONCRETE IS FINISH-__ ' 5" BELOW EXISTING PAVEMENT. 8. CUT SHALL BE STEEL PLATED DL-;',S CONCPE_ CURE TIME AND UNTIL ASP -ALT IS 4" UNDERORAII 4" l ail 1" F :S, I HIGH IEJERS II9mmL ' nwN LE tie RS TI III ` f I , I j I� 27 '/8- j708mm] FFAME - z6 3/8' [67Umm] zRAME .- [660mm] GRATT - E 7 ' E _ E 27 1,4' [692mm1 I- 3a` [91amm1 - p - CAD DWG. REF: 3501494.DWG- 1 ` I I" [279-, 5' [12]mm] T E _ - I � I E r I �' [I]8mrti1 NOTE ALL DIMENSIONS SHOWN ARE IN ENGLISH AND EMETRICT COMPONENT: FRAME 3501 -0192, GRATE 3501 -0193 MATERIAL CAST GRAY IRON ASTIM A-48, CLASS 358 FINISH: NO PAINT WI FRAME 2141, GRATE 1771 WAS 3501 708 CASTING NOTE: USE THE NEENAH 3501 -L2 (OR EQUIVALENT) AT THE LOW POINT INLETS AND THE NEENAH 3501 -TR /TL (OR EQUIVALENT) AT THE FLOW THRU INLETS 50' RIGHT -OF -WAY 40' PROPOSED 1/2 RIGHT -OF -WAY 3' 15' f" w I�� J WIDENING EXISTING PVMT. _ (VARIES) (VARIES) I�5L0PE1 114" / 1' SLOPE 1 " -15' OVERLAY EX. PVMT. �� SAWCUT AND TACK 2' MIN. COAT EDGE SHOULDER TO BE MIN 6" SUBSURFACE PROPOSED ASPHALT (SEE 141st STREET 7" COMP. #73 STONE DRAIN IN TRENCH RIGHT -OF -WAY PAVEMENT SECTION) W/ AGGREGATE 141 st STREET IMPROVEMENT SECTION EAST JORDAN C LINTEL ONC. 28" 1 8" 28" 4" JNDERDRAIN - �0 6" #2 STONE BASE SECTION "A -A" DOUBLE CURB INLET DETAIL (NO SCALE) JNDERDRAIN is CRETE DNTEL (SPECIAL STR. ONLY) 8" . 8" (NO SCALE) DOUBLE INLET EAST JORDAN 7495 -M2 I - I 12" C TO C MAX. SPACING HOOK GROOVED ON OUTLET �' BOLTS END TONGUE END OI' D INLET END C 8= D -C LI N I I CLASS "A" LO < < < DIA. T (MIN) A= C= D= E= K= R 1 R 2 WEIGHT. WEIGHT E +2T ° ° q 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. 12 1 2" 11 1100 SECTION A -A o 18" 2 1/2" 11 4' -1" 6' -2° 3' -0" 1.8 15 1 2" 12" 1300 GROOVE (OR TONGUE) TO 3 21" 2 3/4" 11" 3' -6" 6' -3" 3' -6" 2.1 16 1/8" 13" 1500 CONC. PIPE TOE AN C H O R BE THE SAME AS ON STANDARD C1 24" 3° 1' -0" 2' -8" 6' -3° 4' -0" 2.3 1 6 3 16" 14" 1800 REINFORCED CONCRETE PIPE 6 27" 3 1/4" 1' -1" 2' -5" 6' -3° 4' -6" 2.6 18 3 16 14 1 2" 2100 ASTM DESIGNATION C -76 A 30" 3 1 2" 1' -2° 1' -10" 6' -3° 5' -0" 2.9 18 1 2" 15" 2400 H CLASS "A" CONCRETE 33' 3 3 4' 1' -3" 3' -6" 8' -3" 5' -6" 3.1 23 3 4° 17 1/2" 4100 Y ~ LONGITUDINAL SECTION TOLERENCE 111 -5 3' -1" 8' -3° 6' -0" 3.4 24 3 16 20 420D NOTE: METAL PIPE END SECTIONS .ONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED �z MAY BE USED WITH CONCRETE CONCRETE PIPE, A S.T.M. DESIGNATION C -76 CLASS II AS SET OUT IN INDOT STANDARD SPECIFICATIONS ou PIPE PROVIDING THE METHOD ( ) Q R2 ~a OF CONNECTION IS APPROVED ° BE THE ENGINEER PRIOR TO REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, NxQ R INSTALLATION OF PIPE. A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE (EXCEPT IN INDIANAPOLIS) ~ DIA. REINFORCEMENT IN THE °B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. Y 6 I---I ~ �, ARE FLUE END HOFJTHE SHALL CULVERT SHALL BEFIPLACED IN THE CCNCREIE END SECTION SO THAT THE FLOW LINES _PLAN VIEW 3 IN 3:1 OR 4:1 F " -L SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING t /TRANSITION APPROXIMATELY 10' -0" IN LENGTH. 4. 1 FI1 1 /2 "R. 1 1 /2 "R. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE S ECTI 0 N Y -\I SPECIFA ATDONS TFOR RE NFORCED CONCRETENC�LVERTT STORM VDRAINIO ANDf I',EWERN PIPES A.S.T.MO DIDS GNATIONE C- ONCRETE SECTION WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS JS[ D, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. IpI� EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. COMPUTED LENGTH I RIP -RAP TO BE PLACED END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EA( H FOR "PIPE END SECTION" COMPLETE OF CULVERT ON SIDE SLOPE WHEN PAY LENGTH END SECTION CALLED FOR ON PLANS OF CULVERT LENGTH (D) CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST SLOPE DETAIL THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION." PRECAST CONCRE'T'E END SECTION DETAIL (NO SCALE) 1.5" -HMA #11 SURFACE 2" -HMA #8 BINDER 3" -HMA #5D BASE 7 " - #53 STONE SUBGRADE (UNDISTURBEDVSUBGRADE OVER PIPELINES) LOCAL STREET PAVEMENT SECTION (NO SCALE) NOTE: A MINIMUM OF 36 INCHES OF UNDISTURBED COVER TO BE MAINTAINED ABOVE PIPELINES AT ALL TIMES 85' PROPOSED 1/2 RIGHT -OF -WAY VARIES 15' MAX. - 12' MIN. w 3' WIDENING I EXISTING PVMT. (IF EX. PVMT- < 12') (VARIES) n 114" / 1' SLOPE 3:1 MAX. SAWCUT AND TAC COAT EDGE PROPOSED ASPHALT (SEE 146th STREET RIGHT -OF -WAY PAVEMENT SECTION) 146th STREET IMPROVEMENT SECTION (NO SCALE) O O 0 1.5" -HMA #11 SURFACE 2" -HMA #8 BINDER 3" -HMA #5D BASE 7 " - #53 STONE 4 " - #2 STONE ';UBGRADE 141 st STREET RIGHT -OF -WAY PAVEMENT SECTION (NO SCAT E) I' -HMA #11 SURFACE 5" -HMA #8 BINDER 7 " - #53 STONE ' " - #53 STONE u `.UBGRADE 146th STREET RIGHT -OF -WAY PAVEMENT SECTION (NO SCAT E) 7" -HMA #11 SURFACE ," -HMA #8 BINDER `3° - #53 STONE BASE I,VMp'HI.ItU I�KHIVULHK :.iltfVKAUL ASPHALT PATH PAVEMENT SECTION (NO SCALE) R 10' (12' CUL -DE -SAC) 30' (26' CUL -DE -SAC) 10' (12' CUL -DE -SAC) T NEENAH -4342 OR EQUAL CARMEL STANDARDS 15 (13' CUL -DE -SAC) 1 15' (13' CUL -DE -SAC) SLOPE 1/4'j1FT z 2' 1'(min) 5 =III =1 T C. ELEV �4 5 V(min) PROFILE /FT. v vv, LEVEL LINE CROWN __1/4"/FT.--, MONOLITHIC OR CONC. ROLL CURB CONIC WALK 2' MIN. = 11 =1 I - III - III - III -III =1 = I = 2' MIN, PRECAST CONCREl1 PROPOSED ASPHALT p MIN 6" SUBSURFACE DRAIN N TRENCH W/ AGGREGATE (SEE PAVEMENT SECTION) MIN RIGID PAVEMENT MIN 6" SUBSURFACE DRAIN IN TRENCH PREPARED SUBGRADE 6" PLAIN CONCRETE W/ AGGREGATE NOTE: PIPE UNDERDRAIN TO CONFORM TO REQUIREMENTS OF CONSTRUCTION SECTION 906.17 OF STANDARD SPECIFICATIONS. 'ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON T-1- 'PICAL SECTION -LOCAL STREET (NO SCALE) ALL SUBSURFACE DRAINS TO BLOCK OR r BE CONSTRUCTED WITH DOUBLE -WALL, SMOOTH BORE PERFORATED (HOPE) PIPE. CONC. WALLS 40' PROPOSED 1/2 RIGHT -OF -WAY 3' 15' f" w I�� J WIDENING EXISTING PVMT. _ (VARIES) (VARIES) I�5L0PE1 114" / 1' SLOPE 1 " -15' OVERLAY EX. PVMT. �� SAWCUT AND TACK 2' MIN. COAT EDGE SHOULDER TO BE MIN 6" SUBSURFACE PROPOSED ASPHALT (SEE 141st STREET 7" COMP. #73 STONE DRAIN IN TRENCH RIGHT -OF -WAY PAVEMENT SECTION) W/ AGGREGATE 141 st STREET IMPROVEMENT SECTION EAST JORDAN C LINTEL ONC. 28" 1 8" 28" 4" JNDERDRAIN - �0 6" #2 STONE BASE SECTION "A -A" DOUBLE CURB INLET DETAIL (NO SCALE) JNDERDRAIN is CRETE DNTEL (SPECIAL STR. ONLY) 8" . 8" (NO SCALE) DOUBLE INLET EAST JORDAN 7495 -M2 I - I 12" C TO C MAX. SPACING HOOK GROOVED ON OUTLET �' BOLTS END TONGUE END OI' D INLET END C 8= D -C LI N I I CLASS "A" LO < < < DIA. T (MIN) A= C= D= E= K= R 1 R 2 WEIGHT. WEIGHT E +2T ° ° q 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. 12 1 2" 11 1100 SECTION A -A o 18" 2 1/2" 11 4' -1" 6' -2° 3' -0" 1.8 15 1 2" 12" 1300 GROOVE (OR TONGUE) TO 3 21" 2 3/4" 11" 3' -6" 6' -3" 3' -6" 2.1 16 1/8" 13" 1500 CONC. PIPE TOE AN C H O R BE THE SAME AS ON STANDARD C1 24" 3° 1' -0" 2' -8" 6' -3° 4' -0" 2.3 1 6 3 16" 14" 1800 REINFORCED CONCRETE PIPE 6 27" 3 1/4" 1' -1" 2' -5" 6' -3° 4' -6" 2.6 18 3 16 14 1 2" 2100 ASTM DESIGNATION C -76 A 30" 3 1 2" 1' -2° 1' -10" 6' -3° 5' -0" 2.9 18 1 2" 15" 2400 H CLASS "A" CONCRETE 33' 3 3 4' 1' -3" 3' -6" 8' -3" 5' -6" 3.1 23 3 4° 17 1/2" 4100 Y ~ LONGITUDINAL SECTION TOLERENCE 111 -5 3' -1" 8' -3° 6' -0" 3.4 24 3 16 20 420D NOTE: METAL PIPE END SECTIONS .ONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED �z MAY BE USED WITH CONCRETE CONCRETE PIPE, A S.T.M. DESIGNATION C -76 CLASS II AS SET OUT IN INDOT STANDARD SPECIFICATIONS ou PIPE PROVIDING THE METHOD ( ) Q R2 ~a OF CONNECTION IS APPROVED ° BE THE ENGINEER PRIOR TO REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, NxQ R INSTALLATION OF PIPE. A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE (EXCEPT IN INDIANAPOLIS) ~ DIA. REINFORCEMENT IN THE °B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. Y 6 I---I ~ �, ARE FLUE END HOFJTHE SHALL CULVERT SHALL BEFIPLACED IN THE CCNCREIE END SECTION SO THAT THE FLOW LINES _PLAN VIEW 3 IN 3:1 OR 4:1 F " -L SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING t /TRANSITION APPROXIMATELY 10' -0" IN LENGTH. 4. 1 FI1 1 /2 "R. 1 1 /2 "R. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE S ECTI 0 N Y -\I SPECIFA ATDONS TFOR RE NFORCED CONCRETENC�LVERTT STORM VDRAINIO ANDf I',EWERN PIPES A.S.T.MO DIDS GNATIONE C- ONCRETE SECTION WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS JS[ D, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. IpI� EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. COMPUTED LENGTH I RIP -RAP TO BE PLACED END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EA( H FOR "PIPE END SECTION" COMPLETE OF CULVERT ON SIDE SLOPE WHEN PAY LENGTH END SECTION CALLED FOR ON PLANS OF CULVERT LENGTH (D) CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST SLOPE DETAIL THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION." PRECAST CONCRE'T'E END SECTION DETAIL (NO SCALE) 1.5" -HMA #11 SURFACE 2" -HMA #8 BINDER 3" -HMA #5D BASE 7 " - #53 STONE SUBGRADE (UNDISTURBEDVSUBGRADE OVER PIPELINES) LOCAL STREET PAVEMENT SECTION (NO SCALE) NOTE: A MINIMUM OF 36 INCHES OF UNDISTURBED COVER TO BE MAINTAINED ABOVE PIPELINES AT ALL TIMES 85' PROPOSED 1/2 RIGHT -OF -WAY VARIES 15' MAX. - 12' MIN. w 3' WIDENING I EXISTING PVMT. (IF EX. PVMT- < 12') (VARIES) n 114" / 1' SLOPE 3:1 MAX. SAWCUT AND TAC COAT EDGE PROPOSED ASPHALT (SEE 146th STREET RIGHT -OF -WAY PAVEMENT SECTION) 146th STREET IMPROVEMENT SECTION (NO SCALE) O O 0 1.5" -HMA #11 SURFACE 2" -HMA #8 BINDER 3" -HMA #5D BASE 7 " - #53 STONE 4 " - #2 STONE ';UBGRADE 141 st STREET RIGHT -OF -WAY PAVEMENT SECTION (NO SCAT E) I' -HMA #11 SURFACE 5" -HMA #8 BINDER 7 " - #53 STONE ' " - #53 STONE u `.UBGRADE 146th STREET RIGHT -OF -WAY PAVEMENT SECTION (NO SCAT E) 7" -HMA #11 SURFACE ," -HMA #8 BINDER `3° - #53 STONE BASE I,VMp'HI.ItU I�KHIVULHK :.iltfVKAUL ASPHALT PATH PAVEMENT SECTION (NO SCALE) R 'CASTINGS SHALL CONFORM TO SECTION 909.05 CITY OF T NEENAH -4342 OR EQUAL CARMEL STANDARDS 0 SLOPE 1/4'j1FT T.C. ELEVATION III NEENAH R- 3501 -L2 III =III =1 T C. ELEV -p 1= I= M=71 v MONOLITHIC OR PRECAST CONCREl1 p CONC. WALLS CONSTRUCTION BLOCK OR r CONC. WALLS 24 ° Dio. III -III -I `, 24" Dio. 314 (tYP.) VAR. PIPE IZE - ' p AR PIPE SIZE - o 18" MAX. -III "'< 8" MAX - = -III VAR. PIPE SIZE p 18" MAX. 14' = 8 -0" SO. CONC. BASE { (7) LINE D. 116" PIPE MESH W.W F 3' SO. CONC. BASE I (1) LINE 0.116" PIPE MESH W.W.F DITCH GRATE INLET CURB INLET (NO SCALE) (NO SCALE) NOTE: ANY STORM INLETS THAT ARE DEEPER THAN 4' WILL BE ACCESSABLE WITH STEPS • \0 00 ' \ �0O V \GOB U 0000 0000 qT rn M 0000 U x w� w j 0 w z W� W �a a ^7 1I / • O � WW r� a� v O 00 IV N M W W �z a w� U w U �Wz �R z�� w o ~ tn ° V ❑_o C7 C `CQ osro d ID C� CD K Q 0. C CD C ^ ^I w C Z r` \ \ \ \\11111111ii//� ✓XX ,,\ \ \N H. N0. __ • 8827 • STATE OF 42 S.YONAIL \'C�\\\\�� ALLAN H. WEIHE P E 8827 I I i i V ) I � R O� I i � x I I 2 I �l I "u C J � It p U HOLEY MOLEY SAYS w "DIG SAFELY" o a � "IT'S THE LAW" a U CALL 2 WORKING DAYS BEFORE YOU DIG I - 800 -382 -5544 SHEET _\O CALL TOLL FREE PER INDIANA STATE LAW IC 8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND C604 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT NO W06 -0031 W