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Home My WebLink About50-96.91/2" PREFORMED JOINT FILER TRANSVERSE JOINT 27 do SMALLER 3 z q 4 66 do LARGER 6 i 8" \ \ TAPERED CONE SECTION z V -4' 1 UNE OF .24' Ix 8' W 8. NOTE: MANHOLE SHALL CONFORM 72' II TO ASTM C -478. JOINTS SHALL b CONFORM TO ASTM C -443. '61 TRANSVERSE NT 1 2" PREFORMED JOINT FILLER 16' (TYP.) 50' RIGHT -OF -WAY 10'/12' 30726' 10'/12' 15'/13' 15713' pp 2' 4 2' PROFILO GRADE 1'(min) —LEVEL LINE CROWN 1 4' FT. CONC. WALK us a CONC. ROLL CURB X z . X TYPICAL SECTION -LOCAL STREET m (NO SCALE) E bI FILE: STRTSECI.DWG Co 4.0' . >t •' ,,r 4" CONCRETE 1. 1� I, .., I PREPARED SUBGRADE TYPICAL SIDEWALK SECTION COVERS SEALED IN PLACE--, USE 6" PVC PIPE UNLESS OTHERWISE SPECIFIED 9,0 AP O+ LONG RADIUS CURVE (NO SCALE) 1%8" % FT. ISOMETRIC 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 - DEPTH OF BEDDING MATERIAL BELOW PIPE REGULAR BACKFILL NOTE: ALL BEDDING bt INITIAL BACKFlLL SHALIy BE INSTALLED IN 6 TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE "B" BORROW OR EOUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY 0 � 1.25 Bc (MIN.) `O D MIN. 27 do SMALLER 3 30 TO 60 4 66 do LARGER 6 MIN TRENCH DETAIL -RCP >5' FROM EDGE OF PVMT. (NO SCALE) VAR. PIPE I6' MAX R -2361 OR EGVAL .+..acs �kf2 STONE —CONC. WALLS s. r' •;. 4 314' (t)V.) r SI VAR. PIPE SIZE 18' MAX 4' -0 SO. CONC BASE (f) LWE 0.116' PIPE MESH W.W.F. EARTH DITCH INLET (NO SCALE) EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY Bc = OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL LOW PE NOTE: ALL BEDDING k INITIAL BACKFIL SHALI, BE INSTALLED IN 6 TO 12" BALANCED LIFTS A MIN. 9' CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY A $ 1.25 Be + 12" (MIN.) 15 o� 0 d CONCRETE THRUST BLOCKING -/ CONCRETE TO BE POURED BETWEEN PIPE k FIRM FACE OF TRENCH AT ALL TEES BENDS & PLUGS TYPICAL THRUST BLOCKING (NO SCALE) FILE: THBLOCK.DWG 100' 4 OfPCURB TRANSVERSE EXPANSION JOINTS-/ 8 TTOM TRANSVERSE CONTRACTION JOINTS OF CURB AT 10' O.C. CURB JOINT DETAIL SLOPE i/4 "� FT T.C. ELEVATION EENAH R- 3501 -N M53 STONE 1n U.1 > r` 2" WEEP HOLES "► #2 STONE X =1 I I. III -I a — .I. r 4" INDOT Type A 6" (typ.) in (� I I Inlet Box ►, _ I I -I I VAR. PIPE SIZE 18" MAX. ..r. r r. D - NEENAH R -1642 OR EQUAL PRECAST CONCRETE ADJUSTER KENT SEAL RINGS: 4' MIN. -12" MAX. 4 66 k LARGER 1/2' PLASTER 32' 8" \ \ TAPERED CONE SECTION 80' V -4' 1 UNE OF .24' 33' -36" 8' 72' 8. NOTE: MANHOLE SHALL CONFORM 72' II TO ASTM C -478. JOINTS SHALL 48" CONFORM TO ASTM C -443. 16' 1' -4" 32" 16' (TYP.) 48' I t y� I._4. t4 01 8' yyy C.I. M.M. STEPS O NEENAH R- 1980 -C O-RING GASKET OR EQUAL "— BUTYL RUBBER COATING 48 8 4' DIAMETER II ,o N I I HALL WITH CONCRETE .- ' ^`` 0 I. �.•.� II IFCASTMONLY GROUT _ II r. 8' - -i s— -`- POURED IN PLACE I_ H BARS -12 O.C. BOTH WAYS I OR PRECAST 3 "MIN. I NOTE: BEDDING FOR MANHOLE SHALL C BE A MINIMUM OF: W 6' -/6 STONE BASE ON 6 - -02 STORE BASE STANDARD MANHOLE DETAIL EQUID ST (NO SCALE) VAR. PIPE I6' MAX R -2361 OR EGVAL .+..acs �kf2 STONE —CONC. WALLS s. r' •;. 4 314' (t)V.) r SI VAR. PIPE SIZE 18' MAX 4' -0 SO. CONC BASE (f) LWE 0.116' PIPE MESH W.W.F. EARTH DITCH INLET (NO SCALE) EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY Bc = OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL LOW PE NOTE: ALL BEDDING k INITIAL BACKFIL SHALI, BE INSTALLED IN 6 TO 12" BALANCED LIFTS A MIN. 9' CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY A $ 1.25 Be + 12" (MIN.) 15 o� 0 d CONCRETE THRUST BLOCKING -/ CONCRETE TO BE POURED BETWEEN PIPE k FIRM FACE OF TRENCH AT ALL TEES BENDS & PLUGS TYPICAL THRUST BLOCKING (NO SCALE) FILE: THBLOCK.DWG 100' 4 OfPCURB TRANSVERSE EXPANSION JOINTS-/ 8 TTOM TRANSVERSE CONTRACTION JOINTS OF CURB AT 10' O.C. CURB JOINT DETAIL SLOPE i/4 "� FT T.C. ELEVATION EENAH R- 3501 -N M53 STONE 1n U.1 > r` 2" WEEP HOLES "► #2 STONE X =1 I I. III -I a — .I. r 4" INDOT Type A 6" (typ.) in (� I I Inlet Box ►, _ I I -I I VAR. PIPE SIZE 18" MAX. ..r. r r. D d MIN. 27 & SMALLER 3 30 TO 60 4 66 k LARGER 6 TRENCH DETAIL -RCP < 5' FROM EDGE OF PVMT. (NO SCALE) CURB INLET (NO SCALE) (NO SCALE) PRECASTONCRETE FRAME AND COVER A JUST K RINGG SEE SPECS BELOW 4 MIN- 2 MAX BUTYL RUBBER BASE EXTERIOR BACKPLASTER MATERIAL. i 4 "t1 16" 12 "MAX 24" DIAM. MIN. THICKNESS F OM 2" BELOW TOP OF CONE TO CASTING, PER SPECS. I � C NC AM- ASJU TO I PRECAST CONC. AND FLOW DIAM. SECTIONS - F 0 -RING GASKET /BETWEEN AL MANHOLE TO CONFORM RISER CONE TO ASTM C -478 SECTIONS, PLUS JOINT TO CONFORM 1/2" EXTRUDABLE GASKET (KENT TO ASTM C -443 SEAL OR EQUAL) 4' DIAMETER tj 1 /2 "/FOOT(MIN) z SLOPE Y to N CRETE - ±� III r . I I BENCHWALLS — :1112" 6 " -/2 STONE 3 MIN. /4 BARS -12" O.C. BOTH WAYS OUTSIDE DROP MANHOLE PIPE SIZES 8 " -24" (NO SCALE) FILE: SANDROUT.DWG N - TO 2' -0 -(MIN.) CONFORM TO LOCAL REQUIREMENTS) R i BEARING PAD NcT l L 0'-6' IN ACCORDANCE I 2' -0" DIA.X2' -0 "DEEP 6 �N. DNNADDINCCA�'' Ipp LyyI��NTTEED WITH SPECIFICATIONS v GEOTE0TILEEFABRIC VALVE WATER MAIN H ULjAXt>L GRAVEL j CONCRETE ONCRETE CONCRETE BEARING PAD THRUST BLOCK H U L K OR ANCHOR CAST -IN -PUCE AGAINST BLOCKING IF UNDISTURBED GROUND REOUIRED NOTE: FOR INSTALLATION IN bla GROUND WATER TABLES, ENGINEER MAY DELETE DRAINAGE PIT AND REQUIRE THE HYDRANT DRAIN TO BE PLUGGED. FIRE HYDRANT DETAIL (NO SCALE) O.D. + 1' 3.0' 11 I -LINES SMALL ER THAN (pROTECTEDVE o —I4" DIAM. EITHER A yNTM PLASTIC :TAED TEE OR -III III -P PEA SADD E SHALL WRAP II II BE USED W M II I II I I" CORP. III I II COCK a �IIII ( 1 X[j j 1" C PrER SERVICE �IIII _� I_ Till I PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION (NO SCALE) PIPE SIZE (DIA. "G ") CASTING FRAME BL COVER MANHOLE (DIA. 'F') PIPES ENTERING/ LEAVING AT 45 -90 DEGREES NEENAH R -1772 FOR MANHOLES 48" EENAH R -3501N FOR CURB INLETS PRECAST CONC. ADJUSTER 48" RINGS IF NEEDED (4 MAX.) ASPHALTIC MASTIC OR 80' BUM RUBBER SEAL 33' -36" BETWEEN JOINTS 72' STANDARD PRECAST MANHOLE 72' 4' -0" DIA. CAP OR ECCENTRIC CONE 48" FULL HEIGHT MANHOLE 96' STEPS AS REQUIRED w 16' (TYP.) W 5" y� CONCRETE REDUCER CAP t4 01 NOTE: — MANHOLE CONFORMS TO ASTM C -478 DIAMETER — NO BRICK OR BLOCK WILL W g" BE ALLOWED IN MANHOLE z — 0 -RING GASKET d d' ASPHALTIC MASTIC OR 0 BUTYL RUBBER SEAL BETWEEN MANHOLE JOINTS M Wzz 1/2" PER FOOT SLOPE 3 "MIN. I I INVERT ELEVATION C I to W ASE SHALL BE POURED IN PLACE OR PRECAST BOTH SHALL HAVE GRANULAR FOER�PREC BASE /4 BARS -12" O.C. BOTH WAYS EQUID ST STANDARD STORM MANHOLE C at or at sidewalk line (NO SCALE) CURB INLET (NO SCALE) (NO SCALE) PRECASTONCRETE FRAME AND COVER A JUST K RINGG SEE SPECS BELOW 4 MIN- 2 MAX BUTYL RUBBER BASE EXTERIOR BACKPLASTER MATERIAL. i 4 "t1 16" 12 "MAX 24" DIAM. MIN. THICKNESS F OM 2" BELOW TOP OF CONE TO CASTING, PER SPECS. I � C NC AM- ASJU TO I PRECAST CONC. AND FLOW DIAM. SECTIONS - F 0 -RING GASKET /BETWEEN AL MANHOLE TO CONFORM RISER CONE TO ASTM C -478 SECTIONS, PLUS JOINT TO CONFORM 1/2" EXTRUDABLE GASKET (KENT TO ASTM C -443 SEAL OR EQUAL) 4' DIAMETER tj 1 /2 "/FOOT(MIN) z SLOPE Y to N CRETE - ±� III r . I I BENCHWALLS — :1112" 6 " -/2 STONE 3 MIN. /4 BARS -12" O.C. BOTH WAYS OUTSIDE DROP MANHOLE PIPE SIZES 8 " -24" (NO SCALE) FILE: SANDROUT.DWG N - TO 2' -0 -(MIN.) CONFORM TO LOCAL REQUIREMENTS) R i BEARING PAD NcT l L 0'-6' IN ACCORDANCE I 2' -0" DIA.X2' -0 "DEEP 6 �N. DNNADDINCCA�'' Ipp LyyI��NTTEED WITH SPECIFICATIONS v GEOTE0TILEEFABRIC VALVE WATER MAIN H ULjAXt>L GRAVEL j CONCRETE ONCRETE CONCRETE BEARING PAD THRUST BLOCK H U L K OR ANCHOR CAST -IN -PUCE AGAINST BLOCKING IF UNDISTURBED GROUND REOUIRED NOTE: FOR INSTALLATION IN bla GROUND WATER TABLES, ENGINEER MAY DELETE DRAINAGE PIT AND REQUIRE THE HYDRANT DRAIN TO BE PLUGGED. FIRE HYDRANT DETAIL (NO SCALE) O.D. + 1' 3.0' 11 I -LINES SMALL ER THAN (pROTECTEDVE o —I4" DIAM. EITHER A yNTM PLASTIC :TAED TEE OR -III III -P PEA SADD E SHALL WRAP II II BE USED W M II I II I I" CORP. III I II COCK a �IIII ( 1 X[j j 1" C PrER SERVICE �IIII _� I_ Till I PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE INSTALLATION (NO SCALE) PIPE SIZE (DIA. "G ") MANHOLE (DIA. "F ") PIPES ENTERING/ LEAVING AT 0 -45 DEGREES MANHOLE (DIA. 'F') PIPES ENTERING/ LEAVING AT 45 -90 DEGREES 12' -21' 48" 46" 24' 48" 60" 27" -30' 80' 60" 33' -36" 60' 72' 42" 72' 84" 48" 72' 96' 10" EARTH 2' -0" 0. 0. 0 _ � b 8" GA V. J ST EL A IV A DIAAI __...- -., -.. MMIN vi mom �i a U rta M xA Z � iCliL•7[�[�[i��Zl�ii1R� Class 'A" Conc. SIDE ALK M Try z W w `��IQ�i7iL17��lCL��F�7Z•11 W 0 y� z t4 01 C �Ia�ulal�c��n Z� W ►l��i� z d d' �E�QiE71��[►?�CI7i��iR� 0 Wd xzUm Wzz ��m�r�c>;■m�� mQ•7Ti�l�7C%]i�'•iR� •-" LINT C I to W Q vi ��IiL7i1F�LT]<7QiF��'R� i O C at or at sidewalk line MMIN vi mom �i a U rta M xA Z � iCliL•7[�[�[i��Zl�ii1R� Class 'A" Conc. SIDE ALK M Try z W w W 0 y� z t4 01 C �Ia�ulal�c��n Z� W ►l��i� z d d' 0 Wd xzUm Wzz ��m�r�c>;■m�� lace Expansion Joint back of Curb Line •-" LINT C I to W Q vi PIMPLED CONNECTION BAND MAY BE U5EU TU CONNtCt PIYt END SECTION TO HELICALLY CORRUGATED PIPE SPECIFICATIONS FOR HOOK BOLT AND NUT 21/4' 5" 21/2 HOOK BOLT MATERIAL SHALL MEET THE C RRENT A.S.T.M. A-307. THREADS CUT- i WASHE gSgHHALLL SBHEAALLMEBRIICAANN STANIDADRDpCMAEERTE RRREEAD SESITSS CLASS �p1 EE FIT. 157. o THk THREADED PORTION SHALLL NOT PRESSNT TURNING THE ZZ 9C Mb k_71; 3/t6' A.S.T.M AND DSTHpWASHERS FICATION SHALL ( 1%B�3.0 NUTO THR AVgRHSHALDILBAAMERICAN S AN EAR 9 1 are• INGARQ PROVIDE AD AEFREE RL�NNI G FIT ON THE CLASSC11 BOLT.. ANUTS �HALLNB3 f, 1 1 1/4 ACROSS FLATS, 13/16 THICK, CURVE CROWNED TO APPROX. 1 RADIUS. F 3/4" 0 BAR C METAL END SECTION (NO SCALE) C� z w a vi AmMaximurn Rom �i a U rta M xA Z � da Class 'A" Conc. SIDE ALK M Try z W w W 0 y� z t4 01 C Z� W z d d' 0 Wd xzUm Wzz a°� co lace Expansion Joint back of Curb Line •-" LINT C� z w a CONCRETE CURB E o PIPE MATERIAL: #7 AGGREGATE N SHALL MEET GENERAL INDUSTRY STANDARD FOR CLAY, CONCRETE, CORRUGATED METAL, PLASTIC, 6" SUBSURFACE OR DOT APPROVED EQUAL OPEN DRAIN JOINT OR PERFORATED It IMITS OF FULL DEPTH tRANULAR BACKFlLL SUBSURFACE DRAIN DETAIL C - j TOPSOIL, SEED, 10' IPAVEMENT WI TH VARIABLE 5' �ROE R SOD, AS TOPSOIL, SEED, —"� QUI RED TO OR SOD, A$ 4q� MATCH EXIST. REQUIRED TO AS F ED ••• MATCH EXIST. I CpM C7ED Cp�p TE EARTH BACKFlLL SHOULDER SECTION CURB SECTION EARTH 9ACKFIQL 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 MAXIMUM DRY DENSITY. HOWEVER, GRANULAR BACKFlLL MAY BE PLACED IN 24 INCH LIFTS PROVIDED EACH LAYERR IS COMPACTED BY A COMBINATION OF SATURATION AND MECHANICAL MEANS TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY. •• THIS COMPACTION PROCEDURE IS NOT REQUIRED FOR UNIMPROVED AREAS WERE PROBLEMS RELATED WITH TRENCH SETTLEMENT IS NEGLIGIBLE. •44 REPLACE TO MATCH EXISTING OR OTHERWISE SPECIFIED BY APPROVED PLANS. ALL SEEDING AND SODDING SHALL CONFORM TO THE LATEST EDITION OF THE INDOT STANDARD SPECIFICATION. STANDARD FULL DEPTH GRANULAR BACKFlLL (NO SCALE) (NO SCALE) 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. SWAE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION LIMITS WITH 5/ /ACRE "REDTOP GRASS ", 20# /ACRE "RYE rT GRASS ", 20# /ACRE "BLUEGRASS ", 25/ /ACRE "FESCUE" AND 600/ /ACRE 12 -12 -12 FERTILIZER. B. CUT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE MATH 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 MATH ABOVE SEED AND FERTILIZER SPECIFICATIONS. 4.5" Topsoil :� Lin � t; 3 c 0-6 t J Q- I U-) Backfill - 47 * v7 < LO #53 Stone Alternate Do 5 3" 24" 1 Compacted Subgrade CONCRETE ROLL CURB & GUTTER (Type 1'- H.A.C. SURFACE 3"- H.A.C. BINDER 5 " -053 STONE 4 " -/2 STONE ASPHALT PAVING SECTION (NO SCALE) DRAINAGE SWALE SECTION (NO SCALE) 6 -(MIN) SHALL BE INCREASED TO 12 IF REMAINING BACKFlLL MATERIAL CONTAINS LARGER PARTICLES 12" MIN. COVER REQUIRED IF SDR 35 PIPE IS USED ;L. II MATERIAL (ASTM D- 3221 -74 iEC. 6.1.2) COMP TO 85% STD. ' ROCTOR DENSITY, OR CL III MATERIAL ASTM D- 2321 -74 SEC. 6.1.3) COMP. FO 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 #8827 ;z) AmMaximurn Rom e: 1:12 Class 'A" Conc. SIDE ALK M w 0 y� t4 01 C � z Oai 0 rn v J RAMP lace Expansion Joint back of Curb Line _ C I to W Q vi i O C at or at sidewalk line Q IM Ot z e W p,T V/ O\N Uj O W ° z Pavement Romp Sidewalk iT CL 0 w �..J q 11 q PLAN VIEW /4 RE -BAR WELDED TO M.E.S. W/ 4" OPENINGS C�1 I SECTION A -A 4" FOR DEBRIS /ANIMAL GUARD. pj contraction Joint (typ.) Width of Romp Vor. 4' Min. Var. E+ W A SECTION C -C SECTION B -B C) W flared sides NOTE: Maximum slope of the flared sides shall be 1:10 � SIDEWALK RAMP FOR HANDICAPPED END SECTION W DEBRIS ANIMAL GUARD � TYPE I (NO SCALE) (NO SCALE) C FILE: ANMLGRD.DWG ez+ CONCRETE CURB E o PIPE MATERIAL: #7 AGGREGATE N SHALL MEET GENERAL INDUSTRY STANDARD FOR CLAY, CONCRETE, CORRUGATED METAL, PLASTIC, 6" SUBSURFACE OR DOT APPROVED EQUAL OPEN DRAIN JOINT OR PERFORATED It IMITS OF FULL DEPTH tRANULAR BACKFlLL SUBSURFACE DRAIN DETAIL C - j TOPSOIL, SEED, 10' IPAVEMENT WI TH VARIABLE 5' �ROE R SOD, AS TOPSOIL, SEED, —"� QUI RED TO OR SOD, A$ 4q� MATCH EXIST. REQUIRED TO AS F ED ••• MATCH EXIST. I CpM C7ED Cp�p TE EARTH BACKFlLL SHOULDER SECTION CURB SECTION EARTH 9ACKFIQL 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 MAXIMUM DRY DENSITY. HOWEVER, GRANULAR BACKFlLL MAY BE PLACED IN 24 INCH LIFTS PROVIDED EACH LAYERR IS COMPACTED BY A COMBINATION OF SATURATION AND MECHANICAL MEANS TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY. •• THIS COMPACTION PROCEDURE IS NOT REQUIRED FOR UNIMPROVED AREAS WERE PROBLEMS RELATED WITH TRENCH SETTLEMENT IS NEGLIGIBLE. •44 REPLACE TO MATCH EXISTING OR OTHERWISE SPECIFIED BY APPROVED PLANS. ALL SEEDING AND SODDING SHALL CONFORM TO THE LATEST EDITION OF THE INDOT STANDARD SPECIFICATION. STANDARD FULL DEPTH GRANULAR BACKFlLL (NO SCALE) (NO SCALE) 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. SWAE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION LIMITS WITH 5/ /ACRE "REDTOP GRASS ", 20# /ACRE "RYE rT GRASS ", 20# /ACRE "BLUEGRASS ", 25/ /ACRE "FESCUE" AND 600/ /ACRE 12 -12 -12 FERTILIZER. B. CUT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE MATH 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 MATH ABOVE SEED AND FERTILIZER SPECIFICATIONS. 4.5" Topsoil :� Lin � t; 3 c 0-6 t J Q- I U-) Backfill - 47 * v7 < LO #53 Stone Alternate Do 5 3" 24" 1 Compacted Subgrade CONCRETE ROLL CURB & GUTTER (Type 1'- H.A.C. SURFACE 3"- H.A.C. BINDER 5 " -053 STONE 4 " -/2 STONE ASPHALT PAVING SECTION (NO SCALE) DRAINAGE SWALE SECTION (NO SCALE) 6 -(MIN) SHALL BE INCREASED TO 12 IF REMAINING BACKFlLL MATERIAL CONTAINS LARGER PARTICLES 12" MIN. COVER REQUIRED IF SDR 35 PIPE IS USED ;L. II MATERIAL (ASTM D- 3221 -74 iEC. 6.1.2) COMP TO 85% STD. ' ROCTOR DENSITY, OR CL III MATERIAL ASTM D- 2321 -74 SEC. 6.1.3) COMP. FO 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 #8827 SHEET NO. 7 �i ;z) M w 0 0 � z 0 rn v J LiJ 0 O Q c i ( W V/ O\N Uj W ° z `) J CL 0 w �..J U 11 SHEET NO. 7 �i