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HomeMy WebLinkAbout04-97.12MI L KI JI HI F E A C r 1 2 3 1 4 _ .i../ �!. •!.I 10.1!.1. �. �:111illillil© z PIPE a W END CULVERT SECTION _ (SEE STR� ABOVE _ RIPRAP & GEOTEXTILE UNDER END SECTION 7 TOE ANCHOR CROSS SECTION RIPRAP dt GEOTEXTILE (SEE NOTES) r— THICKNESS RIPRAP DETAIL 0 END SECTION \ RIP -RAP GRADATION TABLE 12 0802 SIZE OF X OF TOTAL WIGHT STONE LARGER THAN GIVEN SIZE 3K 0 2K 20 K 85% UNDISTURBED BOTTOM HAUNCH OAK 1 90 WHERE K - d50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d50 SAFETY LEDGE. SEE LAKE CROSS SECTION FOR DETAIL I- a 0 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 14 1 15 REQUIRED COMPACTION TABLE REQUIRED COMPACTION TABLE % STANDARD PROCTOR DENSITY (ASTM D 2321) STANDARD PROCTOR DENSITY (ASTM D 2321) BACKFILL MATERIAL - (SEE NOTE) BACKFILL MATERIAL - SEE NOTE TRENCH AREA CLASS I CLASS 11 CLASS 111 CLASS IV TRENCH AREA CLASS I CLASS II CLASS III CLASS IV IN LA L 85% a UNDISTURBED BOTTOM NEENAH R -1642 W /SELF IN FLAT SHOVEL 85% UNDISTURBED BOTTOM HAUNCH SEALING LID (OR EQUAL) 85% 90% NO HAUNCH 85% 90% NO INITIAL BACKFILL FINISH GRADE 85% 90% NO INITIAL BACKFILL NO COMPACTION 851: 90% NO NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING, NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING, 2 TRENCH IT MUST ALSO BE USED FOR HAUNCHING. 1 PRECAST CONC. IT MUST ALSO BE USED FOR HAUNCHING. / 2• -0 DIA. RINGS 1/2 TRENCH = =_ - =__ DEPTH MIN. - _ =_= DEPTH MIN. TAPERED CONE (GRANULAR MATERIAL TO BISMATK; COATING SECTION (GRANULAR MATERIAL TO = == A6 BE USED UNDER ALL OVER RISERS c v A BE USED UNDER ALL / \ / \/\ / \/\ • PAVED AREAS) / \ - �// // // // // // 1 1 ' 11// / \ / / ✓i. /i PAVED AREAS) ` NOTE - / \ \ \ / \ \\ \� \// NOTE SOIL ,al, / / \// 4' 4' BACKFILL MATERIAL 75 le SOIL ,dy, 4 4 BACKFILL MATERIAL ° ' \ \ /// CLASS I, 11, 111, & IV PLACEMENT CLASS 1, II, III, & IV PLACEMENT = \\ OF THE U.S.C.S. SOIL my1�W \\ OF THE U.S.C.S. SOIL Z CLASSIFICATION��° Z CLASSIFICATION U BEDDING SYSTEM. BEDDING SYSTEM. �- - - - - - _ - - - - _ INITIAL BACKFILL AREA BISMATIC RUBBER COATING MANHOLE STEPS _ - - _ _ - - - - _ - INITIAL BACKFILL AREA AS PER SPECIFICATION ow SPRING LINE OF PIPE 4' -0' DIA. SPRING LINE OF PIPE 12" MIN. FILL WITH 12" MIN. , HAUNCHING AREA CONCRETE PLAN No. 8 STONE I.D. �i \ \\ �\ CAST IN PLACE ` i i HAUNCHING AREA i / / �/4 O 12' EA. WAY BEDDING AREA OR PRECAST a BEDDING AREA o . e . o • o _ • o • e . O e•O•o" o•o• o•o•O• e•o • o;. •°•o•o•o•o•o O.D. OF PIPE o• o•o•o•o'o•o•o•e ' o.e • o•e•o • o•o•0 11---UNDER 6• MIN. STONE REQUIRED O.D. OF PIPE °• 0.0'0.0' °• °• °• 0.0'0.0 MANHOLE BASE 4 MIN. FOR LEVELING AND SUPPORT 2" 12 6' -0" DIA_ FOR CAST IN PLACE 4" MIN.- MIN. 1 44' -0" MIN. MANHOLE BASE FOR PRECAST No. 8 STONE 12" 12" (MIN.) (MIN.) STORM SEWER SANITARY SEWER SECTION A -A G SANITARY MANHOLE DETAIL TRENCH & PIPE EMBEDMENT DETAIL 9 TR N H & PIP EMBEDMENT DETAIL 5 CARMEL 0802 0802 X02 >� 'Af GRADE VARIES (NEW OR EXISTING) GRADE (NEW OR EXISTING) _ 3.25' 3.25' I I -III -111 Ell —_ "'q 3: � X. s�-�p� = � I� � � I � I, � �� 1 III,,III opf I MP II ;III. T� — — _ _ I -I II II j I I = — SEEDING W /STRAW I —I 1= I C I BLANKET AS MANUFACTURED BY MULCH & TACKIFIELD —' I NORTH AMERICAN GREEN STANDARD HYDRO S -150 EROSION CONTROL TYPICAL SWALE SECTION 10 0802 PLAN VIEW Grooved end on outlet end tongue end on inlet end ID a — a 1 NORMAL GRADE 1/4" PER FOOT MIN.-1/8- PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90' i ISOMETRIC PLAN 30' _� S MIN MAIN Nzz=WEIR LONG RADIUS DIAMETER AS SPECIFIED !—� f ON PLAN OR SCHEDULE J. /Z 4. s(pp PLAN VIEW CONNECTION TO MAIN SEWER 6 - – – – – – – 1 COVER & SEAL C802 I PIPE I I I CULVERT ' CONCRETE I END SECTION I I 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 COMPUTED LENGTH OF CULVERT RIP RAP TO BE PLACED LENGTH A a 3" o I Groove (or tongue) to iv be the some as on standard reinforced concrete pipe ASTM designation C76 1 A, CLASS 'A' CONCRETE LONGITUDINAL SECTION PLACE 1/2' DIA EXTRUDABLE-V PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). PRE PS5LAN REMTE 63' ADJUgATINGNGOR FLANGE OF CA;'TMIG c' 4 - -12' gg�� NOMINAL EE�jj pp� yy�L ��gg���� 1/2" GAKEVMA7 RIALE (PRE�OM2MED 4 I ;4-p.D. SEE DPw SP CS. T ��PP GASKET DETAIL SECTION A -A ADJUSTING RING DETAIL 2 (FIGURE 5 -4B) C802 PAY LENGTH END SECTION ON SIDE SLOPE WHEN OF CULVERT LENGTH (D) CALLED FOR ON PLANS \ I W SLOP E DETAIL APPROX 90' / 1 1/2-r 1 1/2'r SECTION Y -Y 12 "C to C MAX. SPACING HOOK BOLTS o n c1M CLASS 'A' CONCRETE I E +2T I r � SECTION A -A CONCRETE PIPE TOE ANCHOR DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA (MIN) A C D E K Rt R2 AWEIGHT 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' 1.5 12 1/2' 11 1,100 18" 2 1/2" 11' 4' -1' 6'-2" 3' -0' 1.8 15 1/2" 12' 1,300 21" 2 3/4' 11" 3' -6" 6' -3' V -6' 2.1 16 1/8' t3" 1,500 24" 3" 1' -0" 2' -8" 6' -3' 4' -0' 2.3 16 3/16* 14" 1,800 27" 3 1/4" 1' -1" 2' -5" 6' -3' 4' -6" 2.6 18 1/2' 14 1/2" 2,100 30' 3 t /2' 1' -2' 1' -10" 6' -3' 5 - -0' 2.9 18 3/16 15" 2,400 33" 3 3/4' 1' -3" 3' -6" 8' -3" V -6' 1 3.1 118 1/2" 17 1/2' 4,100 R " 4" 1' -5" 3'-1" 8' -3" 6' -0" 3.4 3 3/4' 20- 4,200 TOLERENCE +/– 1" PRECAST CONCRETE END SECTION „ C802 I I W / /M I I LONG RADIUS CURVE / \\ /71 DIAMETER AS �\ – - - – – – – - - - -� �– --- - - - - -- SPECIFIED - - - - - -- - - -- I -- – – – – – – – I ____ –__ - -I - - – – – – ON PLANS 2500 psi CONCRETE I 1 1 *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN BOTTOM OF TRENCH Perspective View –earth cut away WYE & LATERAL CAPPING DETAIL r7 : -.� �\ 0802 \ �� \ \ To be used when clear distance between pipes is 18' or less, or where noted on the drawings- C3 000 000000 000000 000000 000000 °0000° GRADE No. 1772-A T.C. NEENAH CASTING 0 CONCRETE CRADLE 3 C802 TYPICAL UTILITY CROSSING (CL Revisions 1. 01/15/97 DCC: REVISED PER T.A.C. COMMENTS. S1. TO %. No- 95M28 i � . STATE OF 0'�F' �AfDIANP'��� MI L K J H G F C CERTIFIED BY THIS DRAVING AND THE IDEAS, DESIM AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SCHNEIDER ENGINEERING CORPORATION AND ARE NOT TO BE USED OR REPRODUCED N 1l W OR N PART, NTHOUT THE WTTEN CONSENT OF SCHNEDER D ENGINEERING CORPORATION_ ©1996, Schneider Engineering Corporotion r &1meider l/lJl J.L1�G C0 1�dt- 0111 LJ 12726 Hamilton Crossing Blvd. Engineering Carmel, Indiana Surveying 46032 Landscape Architecture 317- 574 -3797 GIs • US 317 - 574 -3799 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson d< Associates, Incorporated BDC /CARDINAL ASSOCIATES, LP. BROOKS LANDING AT PRAIRIE VIEW, SECTION 3 B CARMEL INDIANA GENERAL DETAILS Date Project No. Drawn Approv. 12/18/96 1065.23 DCC Computer Files Sheet No. q J: \1065 \DWGS \23 \C802.DX (C802 d X 30" DIA. 1 2 3 4 (RCP OR PRECAST) n o A I a 0 I 2 z (1) LINE 0.116 PIPE ' = 1 W a c W_W.F. 1 14 4' -0" SQUARE BASE r STORM MANHOLE DETAIL CONCRETE CRADLE 3 C802 TYPICAL UTILITY CROSSING (CL Revisions 1. 01/15/97 DCC: REVISED PER T.A.C. COMMENTS. S1. TO %. No- 95M28 i � . STATE OF 0'�F' �AfDIANP'��� MI L K J H G F C CERTIFIED BY THIS DRAVING AND THE IDEAS, DESIM AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SCHNEIDER ENGINEERING CORPORATION AND ARE NOT TO BE USED OR REPRODUCED N 1l W OR N PART, NTHOUT THE WTTEN CONSENT OF SCHNEDER D ENGINEERING CORPORATION_ ©1996, Schneider Engineering Corporotion r &1meider l/lJl J.L1�G C0 1�dt- 0111 LJ 12726 Hamilton Crossing Blvd. Engineering Carmel, Indiana Surveying 46032 Landscape Architecture 317- 574 -3797 GIs • US 317 - 574 -3799 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson d< Associates, Incorporated BDC /CARDINAL ASSOCIATES, LP. BROOKS LANDING AT PRAIRIE VIEW, SECTION 3 B CARMEL INDIANA GENERAL DETAILS Date Project No. Drawn Approv. 12/18/96 1065.23 DCC Computer Files Sheet No. q J: \1065 \DWGS \23 \C802.DX (C802 1 2 3 4 5