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Home My WebLink About24-96.261/2- PREFOR MED JOINT FILLER W NT 0' 4CONCRETE PREPARED SUBGRADE TYPICAL SIDEWALK SECTION (NO SCALE) MINIIMUM GRADE 11 /8" // FT. PLAN TYPICAL HOUSE CONNECTION TO MAIN SANITARY SEWER (NO SCALE) EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY Bc • OUTSIDE DIAMETER D : INSIDE DIAMETER d M�ATERHIAL�BELWNPIPE REGULAR BACKFILL NOTE: ALL BEDDING & INITIAL BACKI" BE INSTALLED IN TO 12" BALANCED LIFTS A MIN. 9• CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE - O0SRRAANIU�L/A�R�RMATERI L COMPACTED TO 95% STANDARD PROCTOR NSITY 0 8 1.25 Be (MIN.) a D ii 2 &SMALLER 3 TO 4 6 &LARGER 6 I1 4' -Cr DIA. CAP OR ECCENTRIC CONE cow Z wA115 1/Y PLASTER FULL HEIGHT MANHOLE WATER SERVICE INSTALLATION 6' \\ TAPERED CONE SECTION 32' MIN. 16 (TYP.) 7T 96' S' Pavement Romp Sidewalk I LINE OF .24- VAR. PPE 9 T PLAN VIEW VAR. PPE 572E Id- MAX WA- 21 ASTM C -478 •- PLAN TYPICAL HOUSE CONNECTION TO MAIN SANITARY SEWER (NO SCALE) EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY Bc • OUTSIDE DIAMETER D : INSIDE DIAMETER d M�ATERHIAL�BELWNPIPE REGULAR BACKFILL NOTE: ALL BEDDING & INITIAL BACKI" BE INSTALLED IN TO 12" BALANCED LIFTS A MIN. 9• CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE - O0SRRAANIU�L/A�R�RMATERI L COMPACTED TO 95% STANDARD PROCTOR NSITY 0 8 1.25 Be (MIN.) a D d MIN. 2 &SMALLER 3 TO 4 6 &LARGER 6 1� — M. '�I . �1 TRENCH DETAIL —RCP >5' FROM EDGE of PvMT. (NO SCALE) (NO SCALE) 50' RIGHT -OF -WAY 10'/12' 30'/26' 10' 12' 1'(min) 2' LOCATION OF 2� S1%4'/FT. 4 1'(min) PROFILE GRADE LEVEL LINE ROWN 1 4' FT. CONC. WALK CONC. ROLL CURB TYPICAL SECTION —LOCAL STREET (NO SCALE) FILE: STRTSECI.DWG R -2D61 Oft EQUAL T.C. ELEV.— 2' BEEP HOLES �NEENAH R -13)0 OR EQUAL PRECAST CONCRETE ADJUSTER 3 rKENT SEAL RINGS 4' MN. -12- MAX. 6911- LARGER STOW I1 4' -Cr DIA. CAP OR ECCENTRIC CONE cow Z wA115 1/Y PLASTER FULL HEIGHT MANHOLE WATER SERVICE INSTALLATION 6' \\ TAPERED CONE SECTION 32' MIN. 16 (TYP.) 7T 96' S' Pavement Romp Sidewalk I LINE OF .24- VAR. PPE 9 T PLAN VIEW VAR. PPE 572E Id- MAX WA- 21 ASTM C -478 •- NOTE: MANN= SMALL CONFORM — NO BROOK OR BLOCK WILL R Contraction joint 1j TO ASTM C -476. JOINTS SHALL 4' Min. — O -RING GASKET II 4' -0' SO CONC. BASE CONFORM TO ASTM C -443. 16- EARTH DI TCH INLET BUTYL RUBBER SEAL V-4- flared sides BETWEEN MANHOLE JOINTS NOTE: Maximum slope of the I R ' CI SIDEWALK RAMP OR 48- 1 /z' PER FOOT SLOPE sM IN. Maui I �i�m67iLlt7[�iF�ii�'•�'�- • INVERT ELEVATION WJ C.I. M.N. STEPS NE ENAN R- 1960 -C O-RING GASKET OR EQUAL 4' DIAMETER BUTYL RUBBER COATING b N I I FILL (NTH CONCRETE (�-- �L ' • . -• - I T1AST RI NC NG GROUT _ I I r - • C OILY I POURED N PLACE f 11 BARS -12 O.C. 90TH WAYS OR PRECAST 6' NOTE: BEDDING FOR MANHOLE SHALL BE A MINIMUM OF: 6' -/B STONE BASE ON 6 - -02 STONE BASE STANDARD MANHOLE DETAIL (NO SCALE) 50' RIGHT -OF -WAY 10'/12' 30'/26' 10' 12' 1'(min) 2' LOCATION OF 2� S1%4'/FT. 4 1'(min) PROFILE GRADE LEVEL LINE ROWN 1 4' FT. CONC. WALK CONC. ROLL CURB TYPICAL SECTION —LOCAL STREET (NO SCALE) FILE: STRTSECI.DWG R -2D61 Oft EQUAL T.C. ELEV.— 2' BEEP HOLES EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY OUTSIDE DIAMETER D INSIDE DIAMETER EE d M�ATERIAFBEL PIPE NOTE: ALL BEDDING & INITIAL INSTALLED IN TO 12' BALANCED LIFTS A MIN. 9- CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE 'B' BORROW OR EQUfV. GRANULAR MATERIAL COMPACTED TO 95% SENS�D PROCTOR O Q 1.25 B; + 12- (MIN.) i = i 14•—/ • d II Iry li g9 13 Z,,.�T'. j L RUST BLOCKING CONCRETE, *TO BE POURED BETWEEN PIPE & FIRM FACE OF TRENCH AT ALL TEES BENDS & PLUGS TYPICAL THRUST BLOCKING (NO SCALE) O o FILE: THBLOCK.DWG 100' - I OFrCURB-, TRANSVERSE EXPANSION JOINTS .B TRANSVERSE CONTRACTION JOINTS OF CURB AT 10' O.C. CURB JOINT DETAIL (NO SCALE) SLOPE 114'1 R T.C. ELEVATION NEENAH R- 3501 -N W 2' WEEP • .a = I i or 4" in I—I INDOT Type A " ; Inlet Box v -1I •� . —II 1I II _I I i . ► . ► D d MIN. 2 & SMALLER 3 TO 6T 4 6911- LARGER STOW I1 4' -Cr DIA. CAP OR ECCENTRIC CONE cow Z wA115 60' FULL HEIGHT MANHOLE WATER SERVICE INSTALLATION 4 : 10 I � MIN. 16 (TYP.) 7T 96' S' Pavement Romp Sidewalk fiitl[-11i VAR. PPE 9 T PLAN VIEW VAR. PPE 572E Id- MAX WA- 21 ASTM C -478 Id' MAX. JL — NO BROOK OR BLOCK WILL R Contraction joint T- Vor. 4' Min. — O -RING GASKET s�>.�n�r•�[�ms�s� 4' -0' SO CONC. BASE ASPHALTIC MASTIC OR (I) LAW 0.11$- PPE MESH N. R'R. EARTH DI TCH INLET BUTYL RUBBER SEAL (NO SCALE) EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY OUTSIDE DIAMETER D INSIDE DIAMETER EE d M�ATERIAFBEL PIPE NOTE: ALL BEDDING & INITIAL INSTALLED IN TO 12' BALANCED LIFTS A MIN. 9- CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE 'B' BORROW OR EQUfV. GRANULAR MATERIAL COMPACTED TO 95% SENS�D PROCTOR O Q 1.25 B; + 12- (MIN.) i = i 14•—/ • d II Iry li g9 13 Z,,.�T'. j L RUST BLOCKING CONCRETE, *TO BE POURED BETWEEN PIPE & FIRM FACE OF TRENCH AT ALL TEES BENDS & PLUGS TYPICAL THRUST BLOCKING (NO SCALE) O o FILE: THBLOCK.DWG 100' - I OFrCURB-, TRANSVERSE EXPANSION JOINTS .B TRANSVERSE CONTRACTION JOINTS OF CURB AT 10' O.C. CURB JOINT DETAIL (NO SCALE) SLOPE 114'1 R T.C. ELEVATION NEENAH R- 3501 -N W 2' WEEP • .a = I i or 4" in I—I INDOT Type A " ; Inlet Box v -1I •� . —II 1I II _I I i . ► . ► D d MIN. 2 & SMALLER 3 TO 6T 4 6911- LARGER 6 TRENCH DETAIL —RCP < 5' FROM EDGE OF PVMT. (NO SCALE) PRECAST CONC. ADJUSTER RINGS IF NEEDED (4 MAX.) + V CASTING FRAME & COVER NEENAH R -1772 FOR MANHOLES NEENAH R -3501N FOR CURB INLETS ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS NOTE. ON TAPS TO ANGLE VALVE III LINES SMALLER THAN (PROTECTED 14' DIAM. EITHER A WITH PLASTIC - TAPP S Y 111- PIPE ADDLE SHALL WRAP N — BE USED TIG � III: Iz ri STANDARD PRECAST MANHOLE CORP. COCK I1 4' -Cr DIA. CAP OR ECCENTRIC CONE 8 60' FULL HEIGHT MANHOLE WATER SERVICE INSTALLATION STEPS AS REOUIRED 10 I � MIN. 16 (TYP.) 7T 96' S' Pavement Romp Sidewalk fiitl[-11i CONCRETE REDUCER CAP m O PLAN VIEW NQTE: — MANHOLE CONFORMS TO 4- WA- 21 ASTM C -478 SECTION A-A iri — NO BROOK OR BLOCK WILL Width of Romp Contraction joint DIAMETER -S 6' BE ALLOWED IN MANHOLE Vor. 4' Min. — O -RING GASKET s�>.�n�r•�[�ms�s� ASPHALTIC MASTIC OR n BUTYL RUBBER SEAL flared sides BETWEEN MANHOLE JOINTS NOTE: Maximum slope of the vQ•]Ri R ' CI SIDEWALK RAMP FOR HANDICAPPED 1 /z' PER FOOT SLOPE sM IN. Maui �i�m67iLlt7[�iF�ii�'•�'�- • INVERT ELEVATION t. LpR �N. .�RWL p/��R SMALL B�OTNaSH�ADLL HAVE GRAN RED FOUR PRECAST BASE S -12 O.C. BOTH WAYS STANDARD STORM MANHOLE (NO SCALE) CURB INLET (NO SCALE) #2 STONE 1v + V �I I I) —I I =1 I I NOTE. ON TAPS TO ANGLE VALVE III LINES SMALLER THAN (PROTECTED 14' DIAM. EITHER A WITH PLASTIC - TAPP S Y 111- PIPE ADDLE SHALL WRAP N — BE USED TIG � III: Iz ri STONE CORP. COCK I1 4 8 60' PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION 4f 10 I � MIN. =1 I (typ•) VAR. PIPE SIZE 18" MAX. Atli$$ I (.3 4 El t PRE ST ppNNCR FRAME AND COVER �<�STR_RIN SEE SPECS BELOW NN 1[T BUM RUBBER BASE EXTERIOR BACKPLASTER MATERIAL. 1/4'f 1/16' 12'MAX 24" DIAM. MIN. THICKNESS FROM Y BELOW TOP OF CONE TO CASTING, PER SPECS. I � CADjTDTp I I PRECAST CONIC. AND ��FlI10E NAM. 1 SECTIONS 0 -RING GASKET /-BETWEEN ALL MANHOLE TO CONFORM RISER CONE TO ASTM C -478 SECTIONS, PLUS JOINT TO CONFORM I/7 EXTRUDABLE 1 TO ASTM C -443 GASKET (KENT SEAL OR EQUAL) 4' DIAMETER 20r(MIN) W W 1 /Y /FOOT(MIN 'SLOPE - I to N ► ► ► • • -� BENNCCHWALLS 6- -/2 STONE 13"MIN. /4 BARS -127 O.C. BOTH WAYS OUTSIDE DROP MANHOLE PIPE SIZES 8' -24" (NO SCALE) FILE: SANDROUT.DWG TO 2'- 0-(MIN.) )RM TO LOCAL REQUIREMENTS) I v BOX BEARING PAD II.X2'- CrDEEP CONCRETE BEANINU rAU THRUST BLOCK H U L K OR ANCHOR CAST -IN -PLACE AGAINST BLOCKING IF UNDISTURBED GROUND REQUIRED NOTE: FOR INSTALLATION IN HIGH GROUND WATER TABLES. ENGINEER MAY DELETE DRAINAGE PIT AND REQUIRE THE HYDRANT DRAIN TO BE PLUGGED. FIRE HYDRANT DETAIL O.D. + V �I I I) —I I =1 I I NOTE. ON TAPS TO ANGLE VALVE III LINES SMALLER THAN (PROTECTED 14' DIAM. EITHER A WITH PLASTIC - TAPP S Y 111- PIPE ADDLE SHALL WRAP (III iII1 — BE USED TIG � III: Iz ri 'Il CORP. COCK I1 _ 1' COPPER SERVICE JL III ='1 I\ 0 = -III 60' PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION 4f (NO SCALE) PIPE SIZE (DMA 'G-) WM10LE (OK -r) PPES ENTERING / LEAVING AT 0-45 DEGREES MANHOLE (DIM -r) PIPES ENTERING/ LEAVING AT 45 -90 DEGREES II- -21' 4117 48' 2,C 45 bar 2T -30! Oar 60' sr -3S bar 7f 4f 72' Be Oar 7T 96' 10- EARTH 17 AGGREGATE 6" SUBSURFACE DRAIN (NO SCALE) 2' -0' 'mum Ramp Slope: 1:12 Class 'A' Cone. SID ALK AM .•► C 00 itf:7 RAM oee Expansion Joint 1M [-1 C at bock of Curb Line M I1F" or of sidewalk line Pavement Romp Sidewalk fiitl[-11i N m O PLAN VIEW r . 4- WA- 21 fIt:41 SECTION A-A iri [�1 Width of Romp Contraction joint Vor. 4' Min. Vor. I s�>.�n�r•�[�ms�s� SECTION C -C n SECTION B -B flared sides NOTE: Maximum slope of the vQ•]Ri flared sides •hull be 1:10 SIDEWALK RAMP FOR HANDICAPPED TYPE I (NO SCALE) CONCRETE CURB PIPE MATERIAL: SHALL MEET GENERAL INDUSTRY STANDARD FOR CLAY, CONCRETE, CORRUGATED METAL, PLASTIC, OR DOT APPROVED EQUAL OPEN JOINT OR PERFORATED SUBSURFACE DRAIN DETAIL LIMITS OF FULL DEPTH bbRANULAF BACKFILL_ TOPSOIL, SEED, 10' PAVEMENT WI TH VARIABLE 5- OR SOD, AS TOPSOIL, SEED. REQUIRED TO OR SOD, AS RI MATCH EXIST. REQUIRED TO IFIED ••• MATCH EXIST. 3- -_ &OMPAET�D "' •• BA KILL SHOULDER SECTION CURB SECTION EARTH MPPSTAD USING MECHANICAL USING MECHANICAL COMPACTION EQUIPMENT COMPACTION EQUIPMENT ALL EXCAVATED AREAS UNDER PAVED ROADWAYS OR WITHIN 10' -0" OF ANY PAVED ROADWAY, WITH THE EXCEPTION OF CURBED SECTIONS AS INDICATED ABOVE, SHALL BE BACKFILLED WITH GRANULAR MATERIAL TO WITHIN 3' OF THE TOP OF THE TRENCH (OR TO FINAL GRADE UNDER PAVEMENT). THIS GRANULAR BACK - FILL SHALL BE PLACED IN 12 INCH LIFTS AND EACH LAYER SHALL BE COMPACTED BY MECHANICAL MEANS TO AT LEAST 95% OF ITS 11 1 (; MAXIMUM DRY DENSITY. HOWEVER, GRANULAR BACKFILL MAY BE I PLACED IN 24 INCH LIFTS PROVIDED EACH LAYERR IS COMPACTED 4 BY A COMBINATION OF SATURATION AND MECHANICAL MEANS TO y- J AT LEAST 95% OF ITS MAXIMUM DRY DENSITY. 1 !1 to THIS COMPACTION PROCEDURE IS NOT REQUIRED FOR (t UNIMPROVED AREAS WHERE PROBLEMS RELATED WITH TRENCH 'gq R I SETTLEMENT IS NEGLIGIBLE. Ilds'I ••• REPLACE TO MATCH EXISTING OR OTHERWISE SPECIFIED BY r APPROVED PLANS. $ F ALL SEEDING AND SODDING SHALL CONFORM TO THE LATEST @ ..' EDITION OF THE INDOT STANDARD SPECIFICATION. STANDARD FULL DEPTH .+�. GRANULAR BACKFILL �.il= (NO SCALE) (NO SCALE) 1 0. 0 W / 8' \ / ST SIMI. J A nl AM .•► M 00 itf:7 W3 [l 1M [-1 W1 M I1F" FEN Wpm fiitl[-11i N m O -3 Wi1l 111 WA- 21 fIt:41 is fl .Miti[•lfist- iri [�1 [I.11 MW4.164i v d- >•iLi•� f 1r'•)!' s�>.�n�r•�[�ms�s� n C M O wwFioi vQ•]Ri "[ iI, Maui �i�m67iLlt7[�iF�ii�'•�'�- WJ Z / ST V ` EL J A nl AM A -•-• --- --- ON 'IM, 12 M 00 itf:7 W3 [l 1M [-1 W1 M I1F" FEN Wpm fiitl[-11i N m O -3 Wi1l 111 WA- 21 fIt:41 iTi iri [�1 [I.11 i�!•i!!ij v E•�;• f 1r'•)!' p n C M O iZiQiQ•7QL![�7m�*7�F7�:•31 h "m�mn�r�I WJ Z 0 NOTES: pNDA�SLECTI S AN LL TE HORS S + CO FQRM 1 INDOT ST� ME AS SET TEE t UU IF ALLUMINUM ALLOY PIPE CUALSO BE USED SHEDIILLAL C INIPO 7 ALLOY END SECTIONS S L AisO t AN TOE PLAT 1 T C _1 H-1 NEW PARTS SHALL AL MINUM ALLOY AS SET OUT IN THE ANCHO CIR STANDARD SPECIFIEA MULTIPLE PANEL BODIES SWAIL HAVE LAP SEAMS WHICH SHALL I W +A -; BE TIGHTLY JOINED WITH 11 DIA. GALVANIZEp RPVS OR BOLTS. I Fj END TTH�HLLE AATNNO��EE� PLATE E�A�NCHOORg� ELL BE DCONSTAR�t1CT�E7D EOLR 10E GAGE 4:1 FllC SLOPE S5EKC�TIONSED RDDS5WgILL�PLBEED MA0T0CSHEED- CPUNCHEDL TO EFR FILES NN 1 2 I/2 GAI.v�iwiZ�D�BOLTSP CIOSTLTHEREOFPLETE WITH 3 S OIA. 1 1 SHALL BE INCL DED IN THE CONTRACT UNIT PRICE PER EACH FOR 'PIPE END SECTION" WHERE VTTRI� SLAY EU�VERTCON IRON CULVERT PIPE IS U A PIPE N S C�ApM�P LE TO =THAT AS FOR MET CRETE L BE COMPUTED LENGTH AND 1 END SECTION 2' +FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER PAY LENGTH OF CULVERT LENGTH (L) T I PRICSECTIONS OR PIPE END SEOCTIOW COMPLETE IN PLACE 1' R I.�a ' AND ACCEPTED SIDE PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE END SECTION TO HELICALLY CORRUGATED PIPE SPECIFICATIONS FOR HOOK BOLT AND NUT 21/c T� 5' IF CUT- >i.i�L2i� HOOK LT BSEHLAL�EgRIECJW STAN�D�A�RID T �T�H�READMSE$RI�ES C$LAESS�I�ICgFRTMEE FIT, �yWASHE b 1 HREADED PO VWI�IINLNING I O �EVEWT TURNINGkTHEPNI�JT BYnO D -157. n1= I NUT AND WEACSHERSIOSHALCA N ST L HOT DIP WWII ANT AMEET J 1s /tar Y= ••/1e3s/1� ISOA QE 'H PROVIDE STEFINREESE FR ONRCZLASSCIAILE GGAANNUTS DS,HVAL�LARIDBE ING I 1/4 ACROSS FLATS. 13/16' THICK. CURVE CROWNED TO APPROX. 1"' RADIUS. F 3/4' ID BAR F METAL END SECTION EROSION CONTROL: A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE SEEDED AS FOLLOWS: A SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION LIMITS WITH 5/ /ACRE 'REDTOP GRASS', 20/ /ACRE 'RYE 'Tr GRASS, 20/ /ACRE - BLUEGRASS -. 25/ /ACRE 'FESCUE' AND 600/ /ACRE 12 -12 -12 FERTILIZER. B. CUT /FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE WITH 25/ /ACRE 'FESCUE'. 20/ /ACRE 'RYE GRASS. 15/ /ACRE 'BLUEGRASS AND 600/ /ACRE 12 -12 -12 FERTILIZER. C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED HARDWOOD OR EROSION CONTROL MAT. D. DEVELOPERS OPTION: CONSTRUCTION AREAS REQUIRING EROSION CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED AND FERTILIZER SPECIFICATIONS. 4.5" IX Topsoil 3 c 4 J O r 3 : d Backfill - :y 'D #53 Stone %0 _ • ,4 -. Alternate 6" 3" 24" Compacted Subgrade CONCRETE ROLL CURB & GUTTER (Type 1) 1' -H.AC. SURFACE S -H-A_r BINDER 5 - -/53 STONE — — 4 - -/2 STONE COMPACTED SUBGRADE ASPHALT PAVING SECTION (NO SCALE) (NO SCALE) /4 RE -BAR WELDED TO M.E.S. W/ 4 OPENINGS FOR DEBRIS /ANIMAL GUARD. END SECTION W /DEBRIS /ANIMAL GUARD (NO SCALE) FILE: ANMLGRD.DWG CONTROL SEEDING LIMITS yARMJ9LE VARIABLE EROSION CONTROL SEEDING _ VARIABLE VARIABLE r SHOWN PLANS DRAINAGE SWALE SECTION (NO SCALE) 6'(MIN SHALL BE INCREASED TO 1 RIAL IF REMAINING BACKFILL CONTAINS LARGER PARTICLES 12' MIN. COVER REQUIRED IF SDR 35 PIPE IS USED %. II MATERIAL (ASTM D- 3221 -74 SEC. 6.1.2) COMP TO 85% STD. PROCTOR DENSITY. OR CL III MATERIAL (ASTM D- 2321 -74 SEC. 6.1.3) COMP. f0 90% STD PROCTOR DENSITY. CL. I MATERIAL (ASTM D -2321- 74. SEC. 6.1.1) /4 STONE COMP. '6(MIN) IN ACCORDANCE WITH ASTM D- '8,4' (MIN) 2321 -74 SEC. 9.1.1 WORK SUFFICIENT MATERIAL UNDER SPRING LINE TO PROVIDE ADEQUATE SIDE SUPPORT. TYPICAL BEDDING SECTION FOR PVC SEWER PIPE PER ASTM D- 2321 -74 (NO SCALE) FILE: SAPVCBED.DWG ALLAN H. WEIHE —REG P.E.—IN 18827 vi 1..1 W a W ti V x� ZW a -C c., Z CL W a W ° zW moo W 1x > tV O ra e� O � O W Uz~ Bl� 00fo W zzGo 0zv W z z w a U l' V C/) Q.) p C O O U V) � a o Q i LL I N Q 0J Q. -4-0 a LLJ cr W Q_ SHEET NO. 1 4 of 1 4 rn V? Z � Z N I s N m O G V i" W v mN p n C M O h to WJ Z 0 �L W f l' V C/) Q.) p C O O U V) � a o Q i LL I N Q 0J Q. -4-0 a LLJ cr W Q_ SHEET NO. 1 4 of 1 4