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HomeMy WebLinkAboutS-362010n SANITARY SEWER PROFILE EV2, SEC. 10, T. 23 N,, R. 5 E., W.M. o 1 " =20' (HORIZON) 1"=10' (VERTICAL) 450 EXS GRADE FINISHE: GRADE - 0 STREET GRADE OVE SEWER FINISHED GRADE EXISTING EXISTING GR DE OVER S WER OVER EXI TINE SEWER OVER SEWER 0 440 + 440 LJ.1 Z CL 430 rn 0 430 Z � w - i SSM #4 LV - IIO.S bro "P 130 5' STD M 48" 40M LF 8" LF 8 C 8 +5 .00, 170.1 LT N 420 0.0% ®�. 420 MH TYPE SSMH #2 B 54" MH TYPE SSMH #3 B 54" s% TE IE =430.0 444.2 W EXIS NG SEWER LINE S MH #1 NEW SADDLE MH 48' 6 +47.32. 112.16 7+15.58, 170.18 LT B ETZKE 05 35. 0.5 T 7 SSMH 3 Y Z = .2 410 - - TE =43 `d w34, ► 410 Q EXST SSIAH VERIFY LINE AND INVERTS C elm V5 TE =4 4.3 TE=439=0 4411.7 y29.6* IE =41 .5(EXST,) eLdlgan 428.8 eLC14Ae► -5'2 1 .q I CID 400 400 •b ° W `0 MH #1 Is saddle 48" MH 00 un n n o o n �5 F0 z 00 MH #2 and 3 are Tyoe B 54" Oi M M 00 TJ�(� } F a�� 3 MH #4 is standard 48" MH * } - W a 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 - 8+00 8 +50 - I x c �� o- s /'EECisa J � rn .,... MANHOLE FRAME AND CODER 6 SEE STD. PLAN 401 MANHOLE FRAME AND COVER _ PROPERTY LINE ADJUSTMENT RINGS (2" MIN.. ) 24 SEE NOTES 12" MAX. �e- f PER DRAWING 401. AJ , FUTURE MORTAR JO NT(S) {3/6" MINI } SEE NOTE : D - CONE (ECCENTRIC) ADJUSTMENT RINGS 2" MIN.) / SEE MOTE 6 6" BU3SNNG SLl°ffR PIPE BUR.DIHG.? _ RUBBER GASKETED JOINTS 1N c_ ACCORDANCE WITH ASTM C -443 (S, (3 &° PdIN. MORTAR JOINT } I ) SEE NOTE 5 4" MIN. TO \ qs '. _12'X 4" STUD MARKING POST PATNTEO 12" MAX. a o TEE €dTN s' s G B Er 8 "XS�XG` iVkte 'A93FlE t4TT11 DIE YX7R ©: "SEW'rR" STENt%LEO SURFACE OL9M0U'E YATN -�-C S ( CAST 1RC#E RINC &COVER IN X' AM SLACK LETTERS AND #6 WIRE u"f WRAFPEO AROUND, THE STUD AND k {CAST "KRIOAN IRON WORKS EXTENDED TO THE TOP OF THE 5RVOD Y97a OR APPROVED [DUAL., STEPS - POLYPROPYLENE. STEPS . .: =< 24 � ie �^ SPECIFY "SEWER" ON UD, -1 /2'� •' SHALL BE INCLUDED ' .�.., in a Q ¢ ¢ Ld > SEE STD. PLAN 403.1 FOR R" SIDE SE -y)rO AM i � o LAII[MANL.,EM INSTALLATION) 7' MIN. 'O'1 W d _.A, g„ h Ld D_ II ACCEPTABLE PROCEDURES FOR SME SENR CONNECTIMS TO MAIN CONCRETE RISER BY PIPE. INC'.; 0 A ONES ARE AS FOLtO4FS: A. "l CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE €.l£fY < ? OR APPROVED EQUAL.. _z � � 0 COUPLING'S (MBIRCO OR APPROVED EQUAL). °. 1h LLJ O Of L .B B. CONCRETE MAIN - CORE- Dt6LLE4 T'01 A ROMAC SADDLE (OR APPROVED CQOAL). '. 12" (.TYP) LADDER POLYPROPYLENE '� ° ? 4„ TX' . _54„ r C. PVC MAIN - CORE- DOLLEO HYTH A RQMAC. SADDLE (OR APPROVED j SHALL BE ATTACHED TO MANHOLE I / v v, > ° � n D m m m EQUAL) GOT IN A NEW TEE 0%0 RIG10 COUPLING$. 'E' ° a v - �- MAX. PIPE SIZE - v v`° D. DUCTILE PRON MAIN : - CORE- DRILLED SMTH A RONfAtt MOLE (OR a a a .APPROVED EQUALS " >. .. a ,. E MANHOLE CCNNEC7ROPN - ALL CONNECTIONS TO MANHOLES SHALL 9E CONCRETE SHELF NI b 9 6 $ AT MANUFACTURED KNOCK -OUTS, OR THE . STRUCTURE SHAD. BE CORE- MLLED_ 1 , < g PRECAST BASE SECTION OR CAST IN SHELF. • ����� 6" R=3620 0 60" AkLOWABL:E MAX, � `B`""� FOR CAST IRON PIPE. OR DUCTILE IRON PIPE. iYVQO$ t 3:6 MIX u . Gt 00 CONCRETE g"4`" y i'A Pg+.�G'_ ��'`� BLOCKING NA_ A 2 st`'(E. j I NOT TO SCALE ,A,... B' 'C' D E' 48" MH 48' 6' MIN. 5' MIN 24' MIN. 27' LD. 54" MH 54' 8" MIN. 5 5' MIN. 24' MIN,. 24' I.D. ...I NOTES: r 2. STEPS AREBTO BE PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3, CASTING SHALL BE PER STD. PLAN 401 - ,e 6L .� 'Po R `O d+ �tSTEn" A'3S NON tONAL E r o } m i' C„CIVA 2 h9lN SLOPE -11 60" Mn I 60' 8" MIN. 6' MIN. 42" MIN. 30` I.D: 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. EXPIRES 02/07/ 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE G?OlTED, HORIZONTAL. N'OJESL 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED VATH A li 6" SIDE OUTLET TEE : COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BR ICKS SHALL SEWER 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 8E STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. 6" MIN MAIN SEWER MAIN 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. THE USE OF SHIMS IS PROHIBITED 3. CASTING SHALL BE PER STD. PLAN 401, 7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHA:'INELIiNG, 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. COATED (SEALED) WISH A. HIGH SOLIDS URETHANE COATING; WASSER W "UT°1?�;1; AL0CKth�' ,e,_ANtIti TYPit "(tl. SitT£ SF We".R F{.I:VA7ttiy 5. ALL JOINTS BETWEEN THE LONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. MC- A90SHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. W (n to , OF TEE AT MAIN OVER 28 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED VATH A COMBINATION OF R. RUBBER GASKETED JOINTS SHALL *s 'N CONFORMANCE NTH ASTM C -443. �' rt)JUSTMENT RINGS, BRICKS AND MORTAR. ONLY BRICKS. SHALL 8E STAGGERED TO CREATE A RUNNING CHANNEL HEIGHT SHALL A MINIMUM OF THE INSIDE DIAMETER THE LARGEST PIPE. > Ln ' 00 ELEVATION BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED % LE - TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, Kt#R -N -SEAL 1 U 10, P%. Q 7. SANITARY SEWER. MANHOLES SHALL HAVE. ALL INTERIOR SURFACES, INCLUDING CHANNELING, BOOTS OR EQUAL. BOOTS Oft IO � � COATED (SEALED) WITH A NIGH SOLIDS URETHANE COATING WASSER MC- AROSHIELO OR VED AREA it. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF &" AND A MAX1tAUh.9 OF > 0 4). APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE: 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS Q N Q rn UNLESS RITHERVVISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE S. RUBBER GASKETED JOINTS SHALL BE IN .CONFORMANCE WITH ASTM C -443, POURED AT GRACE, IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ,,10 A &fICSIAtLIM 2 5' CtFVE4i AT PRQiTEi2TY LINE OR .''s -5` LpYr 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. (n it THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR H C C APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" V Ln ,�j PUBT:SC WORKS SANITARY MANHOLE STD, PLAN - 400.2 ABOVE FINISHED GRADE OR MUST HAVE A. MINIMUM 2' DIAMETER CONCRETE RINGS' POURED AT GRADE. IN PAVED .AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.. LL i� AT o DEPARTM NTS STANDARD 3( ®E SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) STD',. PLAN -- 4051 L- SEPTEMBER. 2018 QSSY p� ��g r +ice ' PUBLIC ?F � STANDARD SANITARY MANHOLE STD. PLAN - 400,1 SEPTEMBER 2011 4� DEPAFiTME'JT �Wbl.LL1W Ln SHEET: OF: 5j O