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Home My WebLink About17080193.22R D.O.T. NEL r TOSOL TO ENSURE GPJM OMM F NOT UNDER PAVEMOff EDGE OF PAVEM E IT. pWtB -0' � - •TS Be tit' _ GUTTER OR 9YLAR - - STRUCTURE W THE PUBLIC '' / RIGHT-OF-WAY / :4X 12 1 grewsm mole] 2 [4w:1 I ma I a:4 D] NJ 19 NATER NOT LESS THAN /C % EDGE TO FD{E IMFL tY F WTHIN 5' OF EDGE OF D- INCE DIAMETER a DEPTH OF BEDDING - - - — - F NOT WMX Y OF EDGE OF PAVD"T, USE INDOT 'Er ( R - PAVEMENT: USE MOOT 'r BORROW BORROW OR EDUEV. GRANULAR ECCENTRIC CONE CONCENTRIC CONE OR A �N r DF CEARANCE COMPACTED TO FOOT BOB NATOM COPACIED TO F6iPROCTOR PRECAST MANHOLE STANDARD PROCTOR DENSITY TO � DENSITY FOR ENTRE SECTION SIDE OF T E INSTALLED PPE x B< OF PPE DIAMETER NO REGIAM TRENCH BAOffIL INTER (PVC & HDPE) 11AOU1: TO TOP OF TRENCH a DEPTH OF BEDDING 6LGUa BP OUTSIDE DIAMETER ISL ALL 111LAL UCOIL SHALL BE MATERUL BELOW PPE D- INSIDE DIAMETER INSTALLED IN r TO IY D 4 QNN) e- DEPTH OF BEDDING BALANCED LEFTS. Zi ! SMALLLR D MATERIAL BELOW PPE A MINIMUM r OF CLEARANCE Dr TD 60' 4 AL JURISDICTIONAL WATER FOLLOW F THEY TR EQD f. CONTRACTOR SH/J.: FOLLOW THE INDITE 51RNQIIfT SHALL' BE PROVIDED ON EACH SDE OF THE FHSfAl1ID PPE 06' ! VRGER 6 :4X 12 1 grewsm mole] 2 [4w:1 I ma I a:4 D] NJ 19 NATER NOT LESS THAN /C % EDGE TO FD{E \ SENITAR//5TQN SEVER Iwl D- INCE DIAMETER a DEPTH OF BEDDING - - - — - WATER ` lar MEN d (W) ( R 2Y ! SINAI i FP 4 ECCENTRIC CONE CONCENTRIC CONE OR A �N r DF CEARANCE SAWTARY/STOIN SEVER g PRECAST MANHOLE SHNL a PROVIDED ON EACH 10 MFL ,O' MEN. 4 SECTION SIDE OF T E INSTALLED PPE j c SANITARY/WATER SiCSEVER NM INTER (PVC & HDPE) LESS TIHAN tr 1r III. WATERTIGHT SDOR 21 PPE WTEI COMPRESSION TYPE JOINTS FLDOBLE COUPLING OR ADAPTOR Is �>s SAMTARY/SIONI SEVER 1. WHEN UTEILE SEPARATION IS 1 O OR GREATER NO {. CONTRACTOR SHALL VERIFY HAAT INCE SIRI 17TI VERTICAL CLEARANCE IS NEEDED SEPARATION WNmENi$ DO NOT DOST WIN TIE NTH TH 2 ALL CROSSINGS NIDI SEPARATIONS TO BE $27 IAC, AL JURISDICTIONAL WATER FOLLOW F THEY TR EQD f. CONTRACTOR SH/J.: FOLLOW THE INDITE 51RNQIIfT ARTICLES 1 ! A REOU IREENTS S. VNDN HORIZONTAL SEPARATION IS LESS THAN 10' OR VERTICAL SEPARATION IS LESS THAN 1r. SANITARY PIPE MUST BE WATERTIGHT SDR 21 WTH COMMPRESSON TYPE JOINTS FOR WATER & SANITARY NOT '0 SCALE STORM SEWERS (REO. L`1/-7; Y r I wl I k1 f 19 1 Y I PLAN -I N VIEW 6" DEFEND) ED BY DISTAL REQUIREMENT DISTAN 1 ENS MK 6• GR S S To E71SNE GRASS GROWTH F NOT lNOEP PAVEMENT QFE aW PUBLIC RIGNr-aF-WAr F W MIN Y OF EDGE OF PAVEMENT, USE INDICT R CRUSHED STONE OR APPROVED EQUIV, CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12' ABOVE RIP OF PPE AND 'r BORRDW COMPACTED TO 65% STANDARD PROCTOR DENSITY TO TOP OF TRENCH. - IF NOT WTHIN 5 OF EDGE OF PAVEMENT, USE INGOT /B CRUSHED STONE OR APPROVED EQUIV. CLASS I LEDGING MATERtAL HAND TAMPED OR WAL ED INTO PLACE TO MIN.. OF 12ABOVE TCP OF PIPE AND REGULAR BACKFILL TO TOP OF TRENCH. Be- QI13DE DIAMETER � RAL BACKFILL SHALL BE DEPTH OF BEDDING 4ATERIAL BELOW PPE CLASS "A' CONIC. 6' SECTION D- INCE DIAMETER a DEPTH OF BEDDING NSFAlIDIN r TO I2• BALAMM LEIS D d (W) MATERIAL BELOW PIPE 2Y ! SINAI i FP 4 ECCENTRIC CONE CONCENTRIC CONE OR A �N r DF CEARANCE JO' IDI 60• { PRECAST MANHOLE SHNL a PROVIDED ON EACH 6B• ! LARGER 4 SECTION SIDE OF T E INSTALLED PPE j c PLASTIC PIPE NOT TO SCALE (PVC & HDPE) BEDDING DETAIL (REV. 011/17) OLTLET i• PLAN SEE PLANS OR STRUCTURE DATA TABLE FOR TWE OF CASTING 2" DIA. PIPE 3' DIA. PIPE i1n. OR STRUCTURE DATA TWE OF CASTING 1/2"CEMENT MORTAR CONCRETE GRADE RINGS ASTM -C-476. 4000 PSI UTILIZED OR ISE TO FINISH GRADE, AX. ALLOWABLE HEIGHT OF RISE RING IS 12". 4' MIN. CLASS "A' CONIC. 6' SECTION mL --- NOTE: MANHIXE STEPS rcPRECAST ONLY PRECAST OR POURED IN PLACE PERMITTED ECCENTRIC CONE CONCENTRIC CONE OR CO m PRECAST COVER. CION -48' DIA. nASTM C_478 PRECAST MANHOLE CLJCSRORCEDOPIPE NOT TO SCALE SECTION 6" OF /2 DR I/8 STONE V 4' MIN. CLASS "A' CONIC. 6' SECTION 4' MIN. --- NOTE: MANHIXE STEPS 7260 SNad,land Station Inalanap—,Indiana 46256 ONLY PRECAST OR POURED IN PLACE PERMITTED AT 16' MAIL ON CENTER. (SEE DETAIL) CO m INLET TYPE WAP PRECAST MANHOLE g 10 NOT TO SCALE SECTION j c GROUT SLOPE L_ — — _ RIP -RAP TO BE PLACED 4: I ON SIDE SLOPE WHEN CALLED FOR ON PUNS PIPE EIOE I COTE CULVERT DO SECTION COMPUTED LENGTH OF CULVERT —i PAY LENGTH OF CULVERT DID aN SLOPE DETAIN LENGTH (D) it C. TOC MAX SPACING H0p1 DIA (BOLhP) I I' � �U55'AI CONCRE'i . �� r E+2T SECTION Y -Y SECTION A -A CONCRETE PIPE TOE ANCHOR AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A ST M DESIGNATION C-76 a1 wt out I, standard Fp6cHIcati— ) REINFORCEMENT IN THE 'C' PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE. A.ST.M. DESIGNATION C-76 FOR THE SIZE OF CONNECTING PIPE ( aF wt out In Wt -dad Wpaciflcanon ) REINFORCEMENT IN THE 9" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE 'C' PORTION. THE ENO OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE ROW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN &I OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 101-0' IN LENGTH. VARIATIONS IN DIMENSIONS -THE THICKNESS OR THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT. STORM DRAIN, AND SEVER PIPE. ASTM. DESIGNATION C-76. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED. A'PIPE END SECTION' COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATER. THEN THE USE OF METAL END SECTION IS PROHIBITED. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON AL CONCRETE PIPE END PRECAST CONCRETE END SECTION SECTIONS NOT TO SCALE 11 R2 CEMENT GROUT PIPE THICKNESS + Y9+2' COVER 6' OF /2 OR /B STONE 140 BARS O V O.C.Tl� (FOR PRECAST BOTTOM ONLY) TH WA MANHOLE TYPE "C' ( STORM SEWER 1 NOT TO SCALE awy ao macro > a VPIPE 0' TW. 777 `}} A PERFORATED P.V.C. 08 AGGREGATE Q L S�AAP END (TYPICAL)PERFORATED P.V.C. NDERDRAIN.OPE O 0.5[ MIN. FILTER FABRIC PLAN VIEW - CURB INLET 4" PERFORATED UNDERORAIN I- 4• -1 F- 4" -I $LOTION A -A 4' PERFORATED P.V.C. UNDERDRAIN. SLOPE 00.5% MIN. INLET �H r --A LA CAP END OF (TYPICAL) HAND, INC. SEE LANDSCAPE PLANS FOR PLANTINGS TO BE PLACED (HAMILTON COUNTY IN PROPOSED RAIN GARDENS AREA NEIGHBORHOOD DEVELOPMENT) —WATER FLOWFINISH GRADE 347 South 8th Street, Suite A Noblesville, Indiana 46060 4 VARIES AS SHOWN ON C410 RAIN GARDEN DETAIL NOT TO SCALE —EXISTING SOIL —NO FILTER FABRIC OR LINER 6" OF p8 STONE (INDOT) /2 STONE (INDOT) (DEPTH VARIES SEE SHEET C410) /♦ .\ �\.♦.\ a a RCONCRETE THRUST BLOCK10, FT. SOIL BEARING / \ RFACE EACH). CROSS WITH 2 PLUGS CROSS WITH 1 PLUG TEE WITH PLUG VNCIIE TH'RU ST "LOCK ZRS6 ff So RFACE CONC. THRUST BLOCK i SQ. FT. SOIL BEARING 11 r UFACE 1 ROW PFACE EVEN REBAR CONCRETE THRUST BLOCK U SQ. Fr. SOIL BEARING /\♦rr♦♦r/\� / NC. THRUST BLOCK PROFILE OANCHOR .• BENDS i 'z z ,sno,m /�m��. NTH 2 PLUGS I SOIL kAi�i� WATER LINE THRUST WAS:• DETAILS NOT TO SCALE ■o 0;a:1 0 _ �■ AME; ,x'. STRUCTUREPOINT 7260 SNad,land Station Inalanap—,Indiana 46256 TEL 317.$47.65601 FAX 317.543 0270 —sauctur P_.Com HOME PLACE HOUSING EAST 105TH STREET 8E MCPHERSON STREET CARMEL, INDIANA 46248 V CERTIFIED BY ISSUANCE INDEX DATE: 0111712017 PROJECT PHASE: REVISION SCHEDULE NO. I DESCRIPTION DATE 1 TAC COMMENTS 5/10/20171 Project Number 2016.00348 SITE DETAILS C601