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HomeMy WebLinkAbout030-00 SP General Details.11 2 3 4 5 6 7 8 1 9 10 11 12 13 14 15 1 EXISTING GRADE ING CONCRETE _----------- IOLE STRUCTURE MANHOLE STEPS {• STING SANITARY INER PIPE HORIZONTAL ALIGNMENT OF PROPOSED SEWER PIPE SHALL NOT BE LESS THAN 7507% TO ALIGNMENT OF EXISTING PIPE CORE EXISTING MANHOLE AND GROUTE CONNECTION WITH PROPOSED SEWER PIPE r -PROPOSED PIPE* ..... .... ' l:... SEF SANITARY SEWER SHEET FOR w.'..... ....... ::i : ; , INVERT ELEVATION o• o. o.o D.p e.p o•e o.p o.o ••e e o .e•o.e•o.o•o•o'o•a'o•o'o•e'o•o'o•D'o . D, a• p, e• p, e• p, p• p, p• p, p• p, p• p. D• D e •o• 'o •o• •o• o •o. •o• 'o• 0 0 •O• 0 0 SANITARY SEWER CONNECTION TO EXISTING MANHOLE DETAIL 14 cso, NEENAH CASTING T.C. No. 1642 RISER RINGS MAX. 4-6" NOTE: WYE AND DROP NOTE: PIPE TO BE SAME SIZE PRECAST REINFORCED CONCRETE AS INCOMING PIPE. AS SECTIONS AND STEPS SHALL CONFIRM TO A.S.T.M. CONCRETE C-478 LATEST REVISION. PIPE DIA. _ AM 4 i RUBBER GASKETS SHALL CONFIRM TO A.S.T.M. C-443 PIPE DIA. LATEST REVISION. VARIES I �'� TAPERED CONE SECTION 6 ��. 1't is WYE RUBBER 0 -RING GASKET 0 4'-0" DIA I r� GI 45' BEND DROP PIPE +.:'• 6 •'� ;_,.. _. FILLED WITH CONCRETE }1. CONCRETE 24" MAX DIA tl. A MENT ENC SE ''.:. :.,• 2I' (2.500 P .S.I.) s. ENLARGE FOOTING :,:'.? •' 1 ': •`:.:: ;i; .::.:.•:..'.;•..a;.:.:•r;,t. � POURED IN PLACE OR FOR DROP PIPE. �" ; -;: PRECAST CONCRETE 6'-0" SQUARE 10 i' C801 PRECAST REINFORCED CONCRETE MANHOLE #8 STONE Perspective View -earth cut away BOTTOM OF TRENCH \\ To be used when clear distance between pipes is 18" or less, or where noted on the drawings. STONE CRADLE 12 TYPICAL UTILITY CROSSING c8o1 C801 NO SCALE STR # B La W 702 8' 18' 21' 12" MIN. THICKNESS OF RIPRAP (STONE SIZE 6" OR LARGER) g POLYFELT TS700 FILTER FABRIC (OR EQUAL) FILTER FABRIC TO BE—//I TURNED DOWN FILTER CLOTH DETAIL AI ST( WIT SEE STORM SEWER PIPE WITH END SECTION. SEE STIR. # ABOVE. GROUND SURFACE GEOTEXTILE UNDERLAYMENT OF POLY -FELT TS650 OR EQUAL. La PLAN La THICKNESS ( d 5 0 x 2) PROFILE 3 NOTE: ALL RIP -RAP APRONS SHALL HAVE A GEOTEXTILE UNDERLAYMENT OF POLY -FELT TS650 OR EQUAL. RIP -RAP DETAIL RIP -RAP & FILTER CLOTH DETAIL Gn be rel ASTM designation C76 I A CLASS 'A' CONCRETE ► LONGITUDINAL SECTION T.C. B do GUTTER CASTING NO. R-3010 r ASPHALT .... � •::. � :: �•: T•A•:::: OPENING :�.•: w I I I I B I :..Y.�..::w::.►:: �::A` w.,.<.... t�.:..r...�:.►•• STANDARD REINFORCED CONC. BASE �....... x ......... • DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA MIN A C I E K Ri PIPE APPROX. WEIGHT CONCRETE 5' 4'-3" CULVERT I oma© —+ W BOO SPECIAL STRAIGHT CURB INLET cso, Grooved end on outlet end tongue and on Iniwf A rf 1 SECTION Y—Y 12"C .o C HOOK BOLTS 0 i (V CLASS 'A' CONCRETE I E+2T SECTION A—A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA MIN A C I E K Ri PIPE APPROX. WEIGHT CONCRETE 5' 4'-3" CULVERT I END SECTION —+ W BOO 1 2 1/4 7' �I 8'-3" 2'-8' 1.5 12 1/2* t1 COMPUTED LENGTH OF CULVERT RIP BE PLACED ON SIDE SLOPE WHEN I — 2 1/2' 11' PAY LENGTH END SECTION CALLED FOR ON PLANS 3'-0' 1.8 OF CULVERT LENGTH (D) 1,300 21' 2 31e 11' S-6" 6'-3" SLOPE DETAIL Grooved end on outlet end tongue and on Iniwf A rf 1 SECTION Y—Y 12"C .o C HOOK BOLTS 0 i (V CLASS 'A' CONCRETE I E+2T SECTION A—A CONCRETE PIPE TOE ANCHOR PRECAST CONCRETE END SECTION $ 0801 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO ' BE USED UNDER ALL PAVED AREAS) NOTE SOIL UJ \ 4 4' BACKFILL MATERIAL PLACEMENT CLASS I, II, III, & IV OF THE U.S.C.S. SOIL z CLASSIFICATION BEDDING SYSTEM. INITIAL BACKFILL AREA 6" MIN.- SPRING LINE OF PIPE 12" MAX. \ D' : i/> HAUNCHING AREA BEDDING AREA O.D. OF PIPE FOUNDATION 6" MIN.— (REQUIRED IN UNSTABLE SOIL) 12" MAX.12" 12" STORM SEWER 9 TRENCH & PIPE EMBEDMENT DETAIL cso, ROLL CURB do GUTTER GRADE NEENAH TYPE CASTING T.C. N0. R-3501—TR OR TL rASPHALT I ' < I v I I B I I I POP �.... ...., .......:.:........ ....�..t.� } w'::y::.f: .......... STANDARD REINFORCED CONC. BASE DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA MIN A C D E K Ri R2 APPROX. WEIGHT 12'2' 5' 4'-3" 6'-2" 2'-0' 1.3 101 8' 9' BOO 15' 2 1/4 7' 4'-0' 8'-3" 2'-8' 1.5 12 1/2* t1 1,100 18" 2 1/2' 11' 4'-1" 6'-2' 3'-0' 1.8 151 2' 12' 1,300 21' 2 31e 11' S-6" 6'-3" 3'-6' 2.1 16 1/8- 13" 1,500 24' 3' 1'-0' 2'-8" 6'-3' 4'-0' 2.3 6 3 16' 14" 1,8W 27' 3 1/4' 1'-1' 2'-5" 6'-3' 4'-6' 2.6 18 1/2- 14 1 /2' 2100 30" 13 1/2' V-2" 1'-10' 6'-3" 5'-0" 2.9 18 3/16-15- 2,400 33' 3 3" 1'-3' 3'-6' 8'-3" 5'-6' 3.1 8 1/2 17 1/2' 4,100 38' 4'/4 1'-5' 3'-1' 8'-3' 6'-0' 3.4 3 3/4" 20' 4,200 TOLERENCE PRECAST CONCRETE END SECTION $ 0801 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO ' BE USED UNDER ALL PAVED AREAS) NOTE SOIL UJ \ 4 4' BACKFILL MATERIAL PLACEMENT CLASS I, II, III, & IV OF THE U.S.C.S. SOIL z CLASSIFICATION BEDDING SYSTEM. INITIAL BACKFILL AREA 6" MIN.- SPRING LINE OF PIPE 12" MAX. \ D' : i/> HAUNCHING AREA BEDDING AREA O.D. OF PIPE FOUNDATION 6" MIN.— (REQUIRED IN UNSTABLE SOIL) 12" MAX.12" 12" STORM SEWER 9 TRENCH & PIPE EMBEDMENT DETAIL cso, ROLL CURB do GUTTER GRADE NEENAH TYPE CASTING T.C. N0. R-3501—TR OR TL rASPHALT I ' < I v I I B I I I POP �.... ...., .......:.:........ ....�..t.� } w'::y::.f: .......... STANDARD REINFORCED CONC. BASE ROLL CURB INLET 4 cso, I � O O GRADE T.C. BEEHIVE INLET NEENAH TYPE CASTING No. R-4342 4' MIN RISER RING STANDARD REINFORCED CONC. BASE BEEHIVE INLET DETAIL 5 CBD, n000co oBBa 0000ao ooa000 000000 oBBa GRADE \ ` / T.C. .A.: ...:::.}.... . �- .': r.'A A I I � f B I NEENAH R-1642 W/SELF SEALING LID (OR EQUAL) FINISH GRADE x 2'-0' DIA. PRECAST CONC. ,r < RINGS (MAX. 4-6' RINGS) TAPERED CONE SECT10N o G I M Om0ir �^ z� Y Viz• �� a Y �UJ:R�� a n 0 t0 io BISMATIC COATING AS MANHOLE STEPS PER SPECIFICATION 4'-0' DIA. FILL WITH . . CONCRETE PLAN .'.'. .'d.'.'.:.;.;:.: . CAST IN PLACE OR PRECAST : i'.'.'.'.'.'.' .'. WAY 1 EA. 2 .. .... a'.'.'.. m 4 e.e O.p o.p O•e o.e o.e O.p 0•p o•o • p• D• e• D• D• O• p• D• o• D• O• D' o• e• D' D• D' e •o•e'o•o'o•o'e•o'D•a'o•o'o•e•o•o'o•o 6' MIN. STONE REQUIRED •O• •v• •o • •o p •O • •O • D UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 6'-0' DIA FOR CAST IN PLACE 4r0 MIN. MANHOLE BASE FOR PRECAST SECTION A -A SANITARY MANHOLE DETAIL 0801 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL PAVED AREAS) Z. NOTE SOIL o 4, I� 4, \ BACKFILL MATERIAL CLASS I, II, III, & IV PLACEMENT =/ OF THE U.S.C.S. SOIL v CLASSIFICATION Li BEDDING SYSTEM. INITIAL BACKFILL AREA 12" MIN. SPRING LINE OF PIPE ��� LD• �/, \ HAUNCHING AREA ` . BEDDING AREA 0. D. OF PIPE FOUNDATION 4" MIN (REQUIRED IN UNSTABLE SOIL) 1 (MIN.) (MIN.) SANITARY SEWER BEDDING DETAIL 2 C801 STORM MANHOLE NEENAH TYPE CASTING Na 1772—A STANDARD REINFORCED CONC. BASE MT•1 i�7t3•�® •K%>•�� 00t:! �>• T*= STORM MANHOLE DETAIL 6 cso, COVER do SEAL ' BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO I I USE 6' SEWER PIPE UNLESS THAT THE BOTTOM IS PROPERLY I I OTHERWISE SPECIFIED SUPPORTED THROUGHOUT ITS LENGTH. I I I APPROX 90--\ I I Ii LONG RADIUS CURVE — — — — DIAMETER AS _ _ —_J L— — — — — — —— ---- ON PLED ------- ON PLANS 'SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIREU FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL NORMAL GRADE 1/4" PER FOOT MIN. -1 /8' PER FOOT ISOMETRIC PLAN SEE WYE do LATERAL CAPPING DETAIL USE 6' SEWER PIPE I M UNLESS OTHERWISE SPECIFIED MAIN SEWER APPROX. 90' LONG RADIUS :.:;:' : ? ". ..;:: ! SECTION A—A %:t?lt.::`' .:•::;?;:::%::. CONCRETE ENCASEMENT .< :................. DIAMETER AS SPECIFIED Revisions \\``\\\U11111111IIIIIIII/Illi,,/�/ q S � ER.;. 0. 9800085 � `•. STATE OF %O��` •''•�NDIANP••' G s 6/0NAILI++ ,0 CERTIFIED BY �u�61�9 THIS DRAWING AND THE IDEAS, DESIGNS AND CO HERON ARE THE EXCLUSW INTELLECTUAL PROPER' CORPORATION AND ARE NOT TO BE USED OR REPRa PART, WITHOUT THE WPoTTEN CONSENT OF THE SCH 1999, The Schneider Cor r The Schneider CoTorah( L. J 3020 North Post Road Indianapolis, Indiana 46226-6518 317-898-8282 317-899-8010 Fax Formerly Schneider Engineering Corp. / Bohle ZARING HOPES THE LAKES AT HAZEL DEIN CARVE, INDIANA ......... ............. ON PLAN OR SCHEDULE GENERAL DETI ................:::•::...... PLAN VIEW CONNECTION TO MAIN SEWER Date Project No. Drawn 3 12/03/99 1442.002 D( c8o1 Computer Files Sheet P FILE: J: \1442\002\DWGS\SEC-3\C801.DWG C _IIL:•'ll� • ROLL CURB INLET 4 cso, I � O O GRADE T.C. BEEHIVE INLET NEENAH TYPE CASTING No. R-4342 4' MIN RISER RING STANDARD REINFORCED CONC. BASE BEEHIVE INLET DETAIL 5 CBD, n000co oBBa 0000ao ooa000 000000 oBBa GRADE \ ` / T.C. .A.: ...:::.}.... . �- .': r.'A A I I � f B I NEENAH R-1642 W/SELF SEALING LID (OR EQUAL) FINISH GRADE x 2'-0' DIA. PRECAST CONC. ,r < RINGS (MAX. 4-6' RINGS) TAPERED CONE SECT10N o G I M Om0ir �^ z� Y Viz• �� a Y �UJ:R�� a n 0 t0 io BISMATIC COATING AS MANHOLE STEPS PER SPECIFICATION 4'-0' DIA. FILL WITH . . CONCRETE PLAN .'.'. .'d.'.'.:.;.;:.: . CAST IN PLACE OR PRECAST : i'.'.'.'.'.'.' .'. WAY 1 EA. 2 .. .... a'.'.'.. m 4 e.e O.p o.p O•e o.e o.e O.p 0•p o•o • p• D• e• D• D• O• p• D• o• D• O• D' o• e• D' D• D' e •o•e'o•o'o•o'e•o'D•a'o•o'o•e•o•o'o•o 6' MIN. STONE REQUIRED •O• •v• •o • •o p •O • •O • D UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 6'-0' DIA FOR CAST IN PLACE 4r0 MIN. MANHOLE BASE FOR PRECAST SECTION A -A SANITARY MANHOLE DETAIL 0801 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL PAVED AREAS) Z. NOTE SOIL o 4, I� 4, \ BACKFILL MATERIAL CLASS I, II, III, & IV PLACEMENT =/ OF THE U.S.C.S. SOIL v CLASSIFICATION Li BEDDING SYSTEM. INITIAL BACKFILL AREA 12" MIN. SPRING LINE OF PIPE ��� LD• �/, \ HAUNCHING AREA ` . BEDDING AREA 0. D. OF PIPE FOUNDATION 4" MIN (REQUIRED IN UNSTABLE SOIL) 1 (MIN.) (MIN.) SANITARY SEWER BEDDING DETAIL 2 C801 STORM MANHOLE NEENAH TYPE CASTING Na 1772—A STANDARD REINFORCED CONC. BASE MT•1 i�7t3•�® •K%>•�� 00t:! �>• T*= STORM MANHOLE DETAIL 6 cso, COVER do SEAL ' BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO I I USE 6' SEWER PIPE UNLESS THAT THE BOTTOM IS PROPERLY I I OTHERWISE SPECIFIED SUPPORTED THROUGHOUT ITS LENGTH. I I I APPROX 90--\ I I Ii LONG RADIUS CURVE — — — — DIAMETER AS _ _ —_J L— — — — — — —— ---- ON PLED ------- ON PLANS 'SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIREU FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL NORMAL GRADE 1/4" PER FOOT MIN. -1 /8' PER FOOT ISOMETRIC PLAN SEE WYE do LATERAL CAPPING DETAIL USE 6' SEWER PIPE I M UNLESS OTHERWISE SPECIFIED MAIN SEWER APPROX. 90' LONG RADIUS :.:;:' : ? ". ..;:: ! SECTION A—A %:t?lt.::`' .:•::;?;:::%::. CONCRETE ENCASEMENT .< :................. DIAMETER AS SPECIFIED Revisions \\``\\\U11111111IIIIIIII/Illi,,/�/ q S � ER.;. 0. 9800085 � `•. STATE OF %O��` •''•�NDIANP••' G s 6/0NAILI++ ,0 CERTIFIED BY �u�61�9 THIS DRAWING AND THE IDEAS, DESIGNS AND CO HERON ARE THE EXCLUSW INTELLECTUAL PROPER' CORPORATION AND ARE NOT TO BE USED OR REPRa PART, WITHOUT THE WPoTTEN CONSENT OF THE SCH 1999, The Schneider Cor r The Schneider CoTorah( L. J 3020 North Post Road Indianapolis, Indiana 46226-6518 317-898-8282 317-899-8010 Fax Formerly Schneider Engineering Corp. / Bohle ZARING HOPES THE LAKES AT HAZEL DEIN CARVE, INDIANA ......... ............. ON PLAN OR SCHEDULE GENERAL DETI ................:::•::...... PLAN VIEW CONNECTION TO MAIN SEWER Date Project No. Drawn 3 12/03/99 1442.002 D( c8o1 Computer Files Sheet P FILE: J: \1442\002\DWGS\SEC-3\C801.DWG C STORM MANHOLE DETAIL 6 cso, COVER do SEAL ' BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO I I USE 6' SEWER PIPE UNLESS THAT THE BOTTOM IS PROPERLY I I OTHERWISE SPECIFIED SUPPORTED THROUGHOUT ITS LENGTH. I I I APPROX 90--\ I I Ii LONG RADIUS CURVE — — — — DIAMETER AS _ _ —_J L— — — — — — —— ---- ON PLED ------- ON PLANS 'SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIREU FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL NORMAL GRADE 1/4" PER FOOT MIN. -1 /8' PER FOOT ISOMETRIC PLAN SEE WYE do LATERAL CAPPING DETAIL USE 6' SEWER PIPE I M UNLESS OTHERWISE SPECIFIED MAIN SEWER APPROX. 90' LONG RADIUS :.:;:' : ? ". ..;:: ! SECTION A—A %:t?lt.::`' .:•::;?;:::%::. CONCRETE ENCASEMENT .< :................. DIAMETER AS SPECIFIED Revisions \\``\\\U11111111IIIIIIII/Illi,,/�/ q S � ER.;. 0. 9800085 � `•. STATE OF %O��` •''•�NDIANP••' G s 6/0NAILI++ ,0 CERTIFIED BY �u�61�9 THIS DRAWING AND THE IDEAS, DESIGNS AND CO HERON ARE THE EXCLUSW INTELLECTUAL PROPER' CORPORATION AND ARE NOT TO BE USED OR REPRa PART, WITHOUT THE WPoTTEN CONSENT OF THE SCH 1999, The Schneider Cor r The Schneider CoTorah( L. J 3020 North Post Road Indianapolis, Indiana 46226-6518 317-898-8282 317-899-8010 Fax Formerly Schneider Engineering Corp. / Bohle ZARING HOPES THE LAKES AT HAZEL DEIN CARVE, INDIANA ......... ............. ON PLAN OR SCHEDULE GENERAL DETI ................:::•::...... PLAN VIEW CONNECTION TO MAIN SEWER Date Project No. Drawn 3 12/03/99 1442.002 D( c8o1 Computer Files Sheet P FILE: J: \1442\002\DWGS\SEC-3\C801.DWG C