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HomeMy WebLinkAboutzS-2102SetNOTES: / L FOR SANITARY SEWER LINE PROFILES SECTION 14 T2 3 N R 5 E W• M• SEE SHEEP C -21 & C -22. f f f , 2. FOR SANITARY SEWER NOTES AND DETAILS SEE SHEET C -23 & C -24. I LEGEND' i 0 40 80 120 160 c � • • • OIL/WATER SEPARATOR /// ® SEWAGE PUMP STATION SCALE: 1' = 40' ■ CATCH BASIN i / \ •--� SEWER CLEANOUT 1 EXISTING SEWER MANHOLE S.S.M.H. #8 EXIST. SEWER MANHOLE (SEE SHEET C -26) \ ; k � M J SANITARY SEWER LINE S.S.M.H. #9 EXIST. (SEE SHEET C -27) �Q/ !/ �O -8"X8 X6° Y �- Q/ '� Ti� PLUG 66 LF =fi D.I. CL52 ! �T - COJ2 / fi X6°X6. Y S T.E I.E. 48.5 8-5 N. 177077.22 E. 1649864.- PLUG // x 5� 51 LF 1. CL52 / Cotiy r; t / i 212 177298.21 _ /` �/' - o E. 1649741: / co ='f .Ise y ; j i SEE SHEET C -21 b €, /// y ct \ X 8"x8 x6° Y TO C II -sa � I i eio TYPE SANITARYSEW PROCESSING tj ' TE, 57.60 SE SHE G 22 SEE SHEET -1 UI t° i%/ X I.E. - 52.10 r .� X \ •- .; __ -_ .. _ N- 177365.15 I;€,a.. % / Y� _TYPE Il \\ 76 T E 57.3 . \ E 1649647. _ ,2Fi. � X�. \ _ 5 � �� �' x �. LE. 53.4 (G'.. Y><} N. ' 52.6 E\ `.� >� I S\�\ � R \ / u LE_52. 8" j/ E_ 1`649643 /.% �. i CB #9 �'� mil\ 1 - `ci T.E. 45.50 �� CB #3 TfPE I ,y . I.E. 40.00 \ T.E. 32.4 'a / _ xx >\ N. 177324.52 �,i/ !� e1^ I.E. 28.5 12 °N / MAINTAIN 1' CL'FARANCE c�a� G �g E. 1649609.93 ( ) y `BETW \EEid /��@H, #6 AND 3"F �-` -' y�0 C88 TYPE II -54' / N. 177195.28 / c.!" / �k X E. 1649596.06 y SEINA(i _ - T.E. 36.0 %/ ,,... .,w ® 0.93% ®� 0 A 164957 3 t �/ $s� - ? t 33.5 LF 12� ® 0.90% / • /z GB #4 - TYPE -� • 32.25 LF 12". // //� -'-t E. 32 4 0 0.93% / y -I .E. ,282 (12°y i,3v N.' 177223x04 / 46 LF 12" E. 16$65'f9.63� ® 0.87% / y @ 1.00% / e � // ' - I.E. 27 9 (12' NBkS) x v N-,177251.87\- / J' -'`E. 1649562,57"V\' CB6�TY+?E I / ' 7 F,N32.4 2y'l 27.6 (12" N &S) TIE 322 N 177279 28 E. 27.2 (12" S &E)4' E. 1649548.61 N. 177317.27 E. 1649 23'' KJC _ 0: \GENERAL ENG \90 \032 \CML \0_VC ?20 1852 i G/N }983 I I I I I ®I 1 I I 1 4 n .1 4 r 4 r A t A- A- 411 4 n n y� 4102 - ,;tip qS C I T Y O F R E N T 0 N D E P A R T M E N T OF P U B L I C WORKS BLACK RIVER WASTE REDUCTION CENTER RABANCO REGIONAL LANDFILL COMPANY DESIGNED D.E.BARCLAY DATE OCT., 1992 FILE N0. DRAWN A. G. EGHTEDARI CHECKED R.O.GALTELAND SCALE AS SHOWN pp� APPROVED r I N i Z Z < G w w o O 0 o > U C1 ¢ i Ld F Z Z N LY 0 W W W 0 a o n o w w z o o w m o ? o o a < QI �I w o °a z �I W 0' o o z _° z v� z m z �r 0 0 0 �m \lA Z'-- M Q >- D O M G7 00 M (o U) co I _cp � M 0 Q Q -M M -D 1 M 0.1 _ 0 M c \ o�C> J> N val Df Ld H Z LLI U LLL.I Z U) Z O >- 0- 1- :2 U O:f O Q Ld O LL. V CL LlJ � � Q Q Z Z O Q LLI LL I T) F- Y � g m -E AS SHOWN DEs.DEB sHEET No. ROG AGE " C20 e' DATE OCT., 1992EE� N- 21 90 -032 STATION v .. ® 1.o0% WA SSEP OR X -22 i f / / ® 0.93% ®� 0 A 164957 3 t �/ $s� - ? t 33.5 LF 12� ® 0.90% / • /z GB #4 - TYPE -� • 32.25 LF 12". // //� -'-t E. 32 4 0 0.93% / y -I .E. ,282 (12°y i,3v N.' 177223x04 / 46 LF 12" E. 16$65'f9.63� ® 0.87% / y @ 1.00% / e � // ' - I.E. 27 9 (12' NBkS) x v N-,177251.87\- / J' -'`E. 1649562,57"V\' CB6�TY+?E I / ' 7 F,N32.4 2y'l 27.6 (12" N &S) TIE 322 N 177279 28 E. 27.2 (12" S &E)4' E. 1649548.61 N. 177317.27 E. 1649 23'' KJC _ 0: \GENERAL ENG \90 \032 \CML \0_VC ?20 1852 i G/N }983 I I I I I ®I 1 I I 1 4 n .1 4 r 4 r A t A- A- 411 4 n n y� 4102 - ,;tip qS C I T Y O F R E N T 0 N D E P A R T M E N T OF P U B L I C WORKS BLACK RIVER WASTE REDUCTION CENTER RABANCO REGIONAL LANDFILL COMPANY DESIGNED D.E.BARCLAY DATE OCT., 1992 FILE N0. DRAWN A. G. EGHTEDARI CHECKED R.O.GALTELAND SCALE AS SHOWN pp� APPROVED r I N i Z Z < G w w o O 0 o > U C1 ¢ i Ld F Z Z N LY 0 W W W 0 a o n o w w z o o w m o ? o o a < QI �I w o °a z �I W 0' o o z _° z v� z m z �r 0 0 0 �m \lA Z'-- M Q >- D O M G7 00 M (o U) co I _cp � M 0 Q Q -M M -D 1 M 0.1 _ 0 M c \ o�C> J> N val Df Ld H Z LLI U LLL.I Z U) Z O >- 0- 1- :2 U O:f O Q Ld O LL. V CL LlJ � � Q Q Z Z O Q LLI LL I T) F- Y � g m -E AS SHOWN DEs.DEB sHEET No. ROG AGE " C20 e' DATE OCT., 1992EE� N- 21 90 -032 60 50 40 30 20 80 70 60 50 40 70 60 50 40 a w P_ Rlm nwr wni i PROFILE CB # 8 - CB # 9 SCALE: I"= 20' HORIZ. I"= 10' VERT. I 3mm io io co — -IFOR FOUNDATION SEE SHT. S - I 1 Zm'ov 2w ww m O m p MMLQti I to 00 PROPOSED GRADE o w ui — It CD NM 1 m 112 LF 8" Q 0.50% 2O,C -21 8 C -22 C -24 a �k v SEE TRENCH DRAIN / PROPOSED GRADE I i m ww CB CONNECTION SHT. C -24 00 PROPOSED ~— U r— w a ,v m o m GRADE m 140 LF 8" (a ) 0.8 % ( . m M M ww F — \app °lo 50 w _W N U TRENCH DRAIN a SEE SHT. S -4 x8 "x6" WY Sp \.F \2 1 to — M .3NCRETE ANCHOR m 00 SEE SHT_ C -23 OD I @ PROFILE CB # 8 - CB # 9 SCALE: I"= 20' HORIZ. I"= 10' VERT. I 3mm io io co k �g F: M Zm'ov 2w ww m O m MMLQti N wv I PROPOSED GRADE o w ui — It CD NM to W) 'n'" 112 LF 8" Q 0.50% 2O,C -21 8 C -22 C -24 #o �k wuiw„i PROPOSED GRADE w Li = a U r— w a 140 LF 8" (a ) 0.8 % ( . 0 PROPOSED 50 w _W N a 8" x8 "x6" WY PROFILE MH -* I - CO # I SCALE: I "= 20' HORIZ. I"= 10' VERT. U 5 2 O k �g F: M Zm'ov 2w ww m O m 2mF_= N wv I PROPOSED GRADE o w ui I U F — 112 LF 8" Q 0.50% 2O,C -21 8 C -22 C -24 8 "x8 "x6 "WYE PROFILE MH # 8 - CO # 2 SCALE: I" =20' HORIZ. 1" = 10' VERT. 70 k �g _ I 60 2O,C -21 8 C -22 C -24 _ a F a w a F PROPOSED 50 w _W N a GRADE to — M 00 m 00 OD on M M @ a Mai PROPOSED F \Z ?i M N GRADE m ui w g �' 40 � J 'Li Li U_F_ o F- 1OpO� 30 60 20 I BUILDING WALL FOUNDATION ky SEE SHT. S -1 w a =v 00 co — wm SEE TRENCH DRAIN/ in CB CONNECTION SHT. U 1TRENCH DRAIN SEE SHT. S -4 CONCRETE ANCHOR SEE SHT. C -23 I 10 PROFILE OIL/ WATER SEPARATOR CB # 10 SCALE: I " =20' HORIZ. I" = 10' VERT. I7 4_t rIs( 3l3/ 3 I I I I AI I I I- I I I g I j A I Z I I I T I 1 I IA I 1 k �g _ 3 I I I I AI I I I- I I I g I j A I Z I I I T I 1 I IA I 1 1 C-20,C-21,C -22 C-2 60 I I T-�-o I TRANSITION BUILDING LOWER LEVEL C- 20,C 4 p N in in 50 w z a (L - w z w z z w w w? w aizr N a a= - = a N w <iU� - N�aF } N >- N w NOD ]. my {D N V V cr �---m N M F 1- a ~ N O r a- WOsTVV OD NM NNO vC 3� ~IMNd'v Nm �Nm dNr NrOD to 0)OD WO WW Q MNNr MN MN 'MN MNN M NN 40 cna F_ 3 �I in I J I W WW m W W m W W W W m W W W m W W W 30 FM'= l o o 32L� 12'(gi2.5% 2811712"(la2 32LF12 ° °@ 2.5% 36 LF 12 °@ 2.5% 20 5 LF 10@2.00% L5 LF8 "00.0% 10 PROFILE OIL /WATER SEPARATOR CB # I 80 70 60 50 40 30 20 10 SCALE: 1 " =20' HORIZ- I"= 10' VERT. PROFILE LIFT STATION - 1,AH # - SCALE: I" =20' HORIZ. � = I"= 10' VERT. w W Z W }}a F 00 N V N_m NIN OD nj m IN M N �MNN WEST FACE m w w hi m W W OFBLDG vH == �- JL AL — CONCRETE WALL 0 13 LF 8 " @2.5% PROFILE CB # 2 - CB -# 4 SCALE: I" =20' HORIZ. I = 10' VERT. 9 a w NNW m a NorrCQM M N(DW ~MN MNN- m LLLIw W% W w H- WEST FACE OF BLDG t t CONCRETE WALL 0 13 LF 8 "@ 2.5% PROFILE CB # I -CB * 3 SCALE: I"= 20' HORIZ. I = 10' VERT. i 102 L. o - � w i- Q QZ 05 O w DATUM: USCGS SURVEY w o ° Of W li 0 BENCH MARK: BRASS DSC # J384 STAMPED F- r z N OD C 1� 20,C -22 C -24 - < C) i 5 OF BRIDGE OVER BLACK RIVER U w 3 w N m NEAR SW CORNER SECTION 13, ° Q M � ° TWP 23N, RGE 4E EL.= 32.17. A! m A% !� m x c Lo _301/?3 p,r 0 t ' (D 00 OD Mu�mu� -g a�is%93 s "3 cn >, mw ww 1 ROOF pRAIN I 6" W TER LIN C-20 3 1 I 3' MIN! i COVER - r N N in M PROPOSED GRADE 3' M r- N. 4 C -24 C -22 C -24 6" WATER SUPPLY = w LLi W w -- -_ -� zo I. 3 MIt�. COVER \ I I o a I'. PROPOSED GRADE "' 0 240 LF 8" @ 1.00 % Ir c U) a = N ai ui � 3 JG Q MIN. w F t I8" 12" STORM DR IN a 3 3 -- -- M w z p \'�y� \ :. MIN. O a i I I 1 LF 8 "@ 0 I 0 I I I I j I I i L I i PROFILE LIFT STATION - 1,AH # - SCALE: I" =20' HORIZ. � = I"= 10' VERT. w W Z W }}a F 00 N V N_m NIN OD nj m IN M N �MNN WEST FACE m w w hi m W W OFBLDG vH == �- JL AL — CONCRETE WALL 0 13 LF 8 " @2.5% PROFILE CB # 2 - CB -# 4 SCALE: I" =20' HORIZ. I = 10' VERT. 9 a w NNW m a NorrCQM M N(DW ~MN MNN- m LLLIw W% W w H- WEST FACE OF BLDG t t CONCRETE WALL 0 13 LF 8 "@ 2.5% PROFILE CB # I -CB * 3 SCALE: I"= 20' HORIZ. I = 10' VERT. i 102 L. o - � w i- Q QZ 05 O w DATUM: USCGS SURVEY w o ° Of W li 0 BENCH MARK: BRASS DSC # J384 STAMPED F- 1959 IN TOP CURB NW END - < C) U OF BRIDGE OVER BLACK RIVER U w Q U Z m NEAR SW CORNER SECTION 13, ° Q M � ° TWP 23N, RGE 4E EL.= 32.17. m A% !� _301/?3 p,r 0 t ' -g a�is%93 s "3 f I Z �I al z�I Z m u � U F I'J U w U }O �m C OF 2 �° I W Z z a > a w: Boa w ¢ 'o a ¢ fr Z_ o F S¢ 0 } u U O:F J F O � O D U F F ZO m w Q 0 N U'-° ir F ° Z W � k- ° 0 O d o } Oa W m (L F O (� 7 0 0 Y ZO I Z z �vzl m 0 U �6 O 0 0 w q� OD o n N a m m 1a o m - I� 0 �00 M •5 co t° I -co o .00 >� Q Q V i M r7 - I O an O r C) c coo G) > Ilk dh Ilk W H Z w U z Z k� O cn a� W J co :D L. 0 D IQ � Q d W W o Q W Z O W 3 LLI H o > cn Y m S` "`E AS SHOWN p SHEET NO. BBB C -22 AIEEIS ATE OCT. 1992 21 -90 -032 K"KE" "nwKEN 141]]7 -10/90 -zoa AI I I I I i I I I I I I I I I I I I Y i I 1 1Y i 1 i 1 1 Y 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 118" ❑ O ❑0 O D 0OO ❑ ❑ ❑ 0 RAISE-1 /2'R VIDE BORDE �-T vr z- - �r -6- -� CONCRETE CLASS 3000 12" H FIBER JOINT PACKING 45 (1/8) BEND am CAST /RUN RING AND COVER �, O PIPE MATERIAL AS SPECIFIED PLUG TO BE SEALED 1N SAME MANNER AS • ""` 7 MAIN SEWER JOINTS. 6 INCH OR 8 INCH CLEAN -OUT NTS I 6' nIM. I 1/2 PLUG AS DAM TEE ZSPAN CTILE IRON P.ANHDLE 1 1—r MR /O SOLID xux N Ux P, I I&. % � FLEXIBLE JOINT BACKFILL WITH • DIRECT X is J JI •. • CONCRETE ENCASED. I IN PLACE ' 1 <TYTON TYP AL MANHOLE i I_=- '�''1 OUNBATION �•'• CONSTRUCTION DROP CONNECTION FOR SANITARY SEWERS NTS 1 1•- r• I MORTAR JOINTS PRECAST SECTION STEPS - 3/4' DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE BASE BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 21' I.D. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONTRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL f;, NTS F & 0' -8M MIN. 0'-6M- 2ND LIFT BEDDING MATERIAL SELECT NATIVE 1ST UFr SUBSEQUENT.BACKFILL, NATIVE COMPACT TO 957. DENSITY. SEE TRENCH EXCAVATION /BACKFILL NOTES. . ' -(' MIN. 0' -6' rARY SEWER FOUNDATION GRAVEL, SEE TRENCH EXCAVATION /BACKFILL NOTE. TYPICAL TRENCH SECTION NTS A� 6 B CONCRETE BLOCK CONCRETE BLOCK ANCHOR B _J PIPE >iC0 STRAP- FOOTING ANCHOR I , 1-6 "' I, MIK I' MIN. DIA- STEEL I ROD (STP.AP) CLAMPED - .1_'-.'D�• I SECURLY TO PIPE 1 •-"(� •. F 6' MIN _: t._ - 6' MIN 6• MAx.� CONCRETE FOOTING •�V • _,_ ��' I ' '� _ KEYED INTO UNDISTRUBED • T— SOIL AS SHOWN Y MIN. CONCRETE BLOCK KEYED }�I INTO UNDISTURBED SOIL - -11 z x vlrc ma M. AS SHOWN - -SECTION A -A - SECTION B -B NTS NTS STRAP PIPE ANCHOR DETAIL NTS NTS GENERAL NOTES FOR SEWER SYSTEM 1. All work materials shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest edition of the WSDOT /APWA standards and specifications. 2. The hours of work in the street right -of -way shall be limited to 8:30 A.M. to 3:30 P.M_ on weekdays unless otherwise approved in writing by the Department of Public Works at 235 -2620. All street closures, partial or full, shall be approved by the Department of 3 Public Works 24 hours in advance. The Police Department, Fire Department, and 911 0 shall be notified 24 hours in advance. 3. All construction shall be in accordance with "Standard Specifications for Municipal [if Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton standard specifications. 4. All locations of existing utilities shown are approximate and it shall be the contractor's Ld JQ responsibility to verify the true and correct location so as to avoid damage or ° disturbance. 5. A preconstruction conference and a 24 hour notice shall be required prior to starting o new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a O representative of the City of Renton). It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 6. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 7. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 8. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 9. A copy of these approved plans must be on the job site whenever construction is in progress. 10. The contractor shall provide the City of Renton with an as -built drawing of the sanitary z o sewer system which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 11. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer. to 95 percent of maximum density. These compacted layers must extend for one pipe t diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 12. Open cut road crossings for utility trenches on existing traveled roadway shall be o 0 backfilled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch Q shall be placed within 10 days and shall be per City of Renton current standards. 13. Datum shall be City of Renton, U.S.C. and G.S. 14. All disturbed areas shall be seeded and mulched or otherwise stabilized -to -the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. ra 15. All pipe and appurtenances shall be laid on a properly prepared foundation in .� accordance with section 7- 02.3(1) of the current State of Washington standard specifications for road and bridge construction. This shall include necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, ' SDR 35, or ductile iron class 50. 17. In unimproved areas, manhole to extend minimum 6 inch and maximum 18 inch above SCALE: I" =2' -0" finished grade. In paved area, cover must slope in all directions to match pavinq. i w Z CONC. FLOOR (f! i7L� CAST -IN -PLACE Y F- 0- W D _ _ SLAB _3�31�T3 _ - TRENCH DRAIN 51_9M 3-31-4 SEE S -4 Z n C) � KIIKER RANK Ery -111 777 -10 /90 - 300 ®I I I I j l i I j I j I i I I Z I I I li I I I I I 7° Q 3 0 I! a [if N Ld JQ _ ° IJ_ o 1— o O C Q Z 2.5 LF OF DIP 40% SLOPE m Ld THICKENED EDGE UPPER LEVEL o � O z o FOOTING SORTING LEVEL SEE S -4 t 'I L O Y Z o 0 CATCH BASIN TYPE a -54 2 Q (> m JQ W° 3 m � C -20,C -218, C_23 - 24 a,' GRAVEL BASE' �� "��" A� ' a DETAIL - TRENCH MAIN TO CATCH BASIN CONNECTION -TYP. SCALE: I" =2' -0" KIIKER RANK Ery -111 777 -10 /90 - 300 ®I I I I j l i I j I j I i I I Z I I I li I I I I I PRECAST OIL /WATER SEPARATOR UTILITY VAULT MODEL 818 -SA (OR EQUAL) SUPPLIER TO PROVIDE SHOP DRAWINGS PRIOR TO CONSTRUE FOR APPROVAL. I SHORT PPE SECTION AT CONNECTION 36" MAX. - GROUT PIPE FROM BOTH SIDES (TYPICAL) I NOTE: ALL BAFFLE /WEIR PLATES TO BE GALVANIZED. O I N I.E. IN 7.1 NEENAH (R -1798) MANHOLE FRAME AND SOLID COVER (OR EQUAL) 3 PLACES TYPICAL. (TYPICAL) 0 e FLOW DIFFUSER l BAFFLE GALVANIZED STEEL LADDER �— RUNGS 18° O.C. ® ACCESS 38' DIA. RISER SECTIONS (TYPICAL). VAULT ACCESS TO BE POSITIONED ADJACENT TO VAULT WALL TO PROVIDE ACCESS TO LADDERS. 8' GALVANIZED STEEL OIL RESTRICTOR I.E. OUT 26.1 OIL RETENTION BAFFLE EL. 24.0 / SLUDGE WIER EL. 21.0 1 DETAIL - OIL /WATER SEPARATOR C- 20,C- 21,C -22 C -24 SCALE_ NOT To SCALE PROVIDE RECTANGULAR SWING ACCESS COVER SIZED FOR DUPLEX PUMP CONTROL PANEL, EASY ACCESS AND PUMP PROVIDE ALARM BELL AND WARNING UGHT REMOVAL FINISHED GRADE ELEV. 32.00 / PRECAST MANHOLE TOP fl- /TOP OF MH ELEV. 32.10 I DETAIL - SEWAGE PUMP STATION T C- 20,C -22 C -24 SCALE: NONE 28" MAX. 16" MAX. 47 MIN. RING AND COVER RISER ADJUSTMNET SECTION HANDHOLDS , FLAT SLAB COVER 20° x 24° OR 24" DIAMETER STEPS AND LADDER 54° 12° DIP 12 DIP TRAP 8 1/-7- < i N na 0 1/2. MORTAR NEENAH (R-37 -1 SERIES) GRAVEL BASE 1' -0" 2 DETAIL - CB TYPE 2 C- 20,C -21 & C -23 C -24 NOT To SCALE w A 1 1 1 1 A 1 1 1 1 Z 1 1 1 Y 1 i a a Z w w Z U G7 u w A,Zj 78 w C7 c li O z 0 0 z p O N U O Z C_' ° O0 N ro Ii 0 n v 03 M °co co �o .00 > Cy) a a ED M M O O M 3\ O cco D1 JT N af Ld Z Ld U Z Z zo a IL m U N O Z:) U Q LLJ J N of O U) U-1 J Q Q Z � � O 0 W W 0_ > Y U m SCALE AS SHOWN OES.CJL SHEET "O. OR. MS r� ROG C —L -ITS DATE OCT. 1992 L 21 -90 -032 UFnNG CHAIN VALVE EXTENSION 2' PVC DISCHARGE PIPE 95' I.D. PRECAST CONCRETE GATE VALVE EXTENSION r PVC FORCE MAIN MANHOLE SECTION ,. 8°0 PIPE RAIL SUPPORT AS REQUIRED BY MANUF., TYP. ALARM ELEV. 25.90 SUPPORTS AS NEEDED LAG ON ELEV. 25.40 INLET INV. ELEV. 26.00 LEAD ON ELEV. 16.00 96" I.D. PRECAST CONCRETE PRECAST CONCRETE MANHOLE BASE IDLE 1 OFF ELEV. 15.40 -11 ELEV. 14.40 CONCRETE FILLET TO ELEV. 13.40 HOLE) MARLEY PUMP COMPANY, HYDROMATIC 12" PUMPS MODEL G2HX750 WITH 6 3/4" IMPELLER PROVIDE COMPLETE PREPACKAGED DUPLEX SYSTEM WITH CONTROL PANEL AND PUMP TECH SHORT RAIL ASSEMBLY READY FOR INSTALLATION INSIDE THE MANHOLE A SECTION - SEWAGE PUMP STATION C -24 C -24 NOT TO SCALE 28" MAX. 16" MAX. 47 MIN. RING AND COVER RISER ADJUSTMNET SECTION HANDHOLDS , FLAT SLAB COVER 20° x 24° OR 24" DIAMETER STEPS AND LADDER 54° 12° DIP 12 DIP TRAP 8 1/-7- < i N na 0 1/2. MORTAR NEENAH (R-37 -1 SERIES) GRAVEL BASE 1' -0" 2 DETAIL - CB TYPE 2 C- 20,C -21 & C -23 C -24 NOT To SCALE w A 1 1 1 1 A 1 1 1 1 Z 1 1 1 Y 1 i a a Z w w Z U G7 u w A,Zj 78 w C7 c li O z 0 0 z p O N U O Z C_' ° O0 N ro Ii 0 n v 03 M °co co �o .00 > Cy) a a ED M M O O M 3\ O cco D1 JT N af Ld Z Ld U Z Z zo a IL m U N O Z:) U Q LLJ J N of O U) U-1 J Q Q Z � � O 0 W W 0_ > Y U m SCALE AS SHOWN OES.CJL SHEET "O. OR. MS r� ROG C —L -ITS DATE OCT. 1992 L 21 -90 -032 -17+00 . LF 12 "0 PVC Az e.. .... .. .... .. ..... .. -- -. ... .. -. -.. ...... ... - ...... -. ...... ....... .. -... ....... :.C. I T .:y: O :.F: R. E N .T:.a N D: E :P A R:T M E N _T : 0 F P:0 .9 L I C: :W R R K :S BLACK RIVER WASTE 'REDUCTION' :CENTER' RAB AN CO REGIONAL LANDFILL COMPANY DESIGNED D.E BA�RCLAV . DRAWN - -A.G ECHTEDAR -I CHECKED: R.O.GALTELAND' : SATE ' OCT., 1992 ' - .FILE NO.: ' DATUM: USCGS SURVEY D 'par' _ _­E APPROVED ' DIRECTOR' OF PUBLIC BENCHMARK: BRASS DSC #J384 STAMPED PLAN 1959 IN TOP CURB N.W. END OF BRIDGE OVER BLACK RIVER SCALE: 1° = 20' NEAR S. W. CORNER SECTION 13, o 10 20 40 TWP. 23N., RGE. 4E. ELEV. =32.17 _ __ . _.. ...._ _ - __. ..... -.. ...... ... . .... .. .. .. .. _. .. ... . . --- - - -- --- --- - -- - - - ..... ...... .................... . --- ............... . . . . . . .. . . . .. .... . . . .PROFILE o ... . . . . . - -.- . . 90 _ - - - - -. - ... - - - - -- -- - - - - - ... ...... _ SCALE: HOR: 1' 2II .. ..... - �tEfz 1° id - - _.._. - �0 _9C ... -- - -. - - - --- - - - - �3 80.. - j. 80 — _ _._.. _.... .__ _. _ -..- - .. ... . . .._. - - _._. - .... - .. . -- EXISTING GROUND AT R. -d W, CENTffRLINE ... - - -- - - - —: ..... ... - C ........ .. ... 70 — — G -27 ... 70 _ _ F O _ . ....... d \. �t ... ... -- 266 ZZZ X53 LF 5 4 %. ". - .. 2: P V C B ' _6 G #.. ��. ... .. ... �: .. ..... . 50 uz Q 25i- L F Iz" PVC 5C — ... __. _. - - Fes... _ . -:: z .::: ... .. [�Im�j. ... _.... _.. _ @ 1 1% — . .:.... :.. .... ..: . ...... ....... .... - :.. ......:...... .. ..... } —. ..:. ... ... :..... . ...: .. .... ..... .... .. . ... .............. ....... -.... '- -. t0 .. : T- ... .... .:. - - -..- .... - -- -.... .: ...... ..... ..... ........ ... _:. ..... .. - -. ... .. ...... .... .. ......Q ... .. .... ....... ::..- w OD .N (D Zfn. :. ...... ..... ... ..... ........ .. ...... .. -..... .40 — .. _ . _ _._ _ _ _. ....... .._.ate mrn w.w..... - _. -._ _ -. -. -. _..._.. _ ...... _....... ._ .... _ -. _.... _..... _ _.. _.. O S. .. _ - -... �¢¢ —... _ __... . v7 � 0 rO d f /r?I;AIE� ems :4 {16 /F# i .... ..:.... ...:::........:....... .:... e.. .... .. .... .. ..... .. -- -. ... .. -. -.. ...... ... - ...... -. ...... ....... .. -... ....... :.C. I T .:y: O :.F: R. E N .T:.a N D: E :P A R:T M E N _T : 0 F P:0 .9 L I C: :W R R K :S BLACK RIVER WASTE 'REDUCTION' :CENTER' RAB AN CO REGIONAL LANDFILL COMPANY DESIGNED D.E BA�RCLAV . DRAWN - -A.G ECHTEDAR -I CHECKED: R.O.GALTELAND' : SATE ' OCT., 1992 ' - .FILE NO.: ' SCALE AS SHOWN' D 'par' _ _­E APPROVED ' DIRECTOR' OF PUBLIC 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 21- 90 \032C- 19.DWG I I I I I Al I I 1 j I I I A I l i g I A I I I I I I I IA I I I 1 I A A I I I 1 I A I I I I a I I I g I A I $ I A I I I T I I I I Y I 1 1 1 I r C� •0� �V o N N ci F + 0? Q M N co O - - - -- - -- - - - -- - - -- ROW :' �. - SSMH #7 STANDARD TYPE fp _ 5. 6.14R - STA..-,25.+ 28 2 �� N r - _ - - N - ~ t — - ROW _. - I t r' - _ 777--d 2t -- LU ROW +00 ; S34 01'48" E 400.55' U - -22 1 — 23 +00 0 24 +00 25 +00 38E;-: CF 12" PVC -_ . - LLI r ti ` LLJ �..+� ice.. LLI SSMH #8 STANDARD TYPE STA. 21 N to 21+50.04, 7.25 RT.Q j ROW \ Ld -_ z ZI A I I I 1 I A I I I I a I I I g I A I $ I A I I I T I I I I Y I 1 1 1 I O , } N ;. ti U a JAICIQIG PIT _... - ------ ............... - -- -- -- - - - - MONSTER ROAD 25' 27 0 m z 152.92 — 21a LF 12' DIP 63 LF 12` W_ W ,. _. ... r "��, W �` .. _.. �SSMNA U STA. 2 , O _ _ SUPPORT INSIDE'CASING "TO YN _ _ ._ - . KIARd DESIGN :ELEVATIONS AND SLOPE OF FOR ADii1T1(? AC... €ORMATtON. .... R - .. N ... IN . AT RAIL. ROAD CROSSING 28 +00 S34 01'4T E -- 155.46' Bi.17, 6.62' RT. l VJ r SSMH 16 SANITARY SHALLOW MH TYPE "A' STA. 27+46.4G.-x5-'-RT.- T 27- +49.89, 6.45'RT& w r OD N U a Al 3 Cb lb 0 43 �ry4§N�3- .� Q-,tL O F' AT �T 3oX9o8ch`�F " SF 4 STANDARD TYPE STA; H30 i 49 4 ;z3.49 T, F SyF� STA. 30 +49.88, 24.58' LT 9 SEE SHEET C -31 FOR SANITARY SEWER LAYOUT ON BRIDGE ' PLAN SCALE: 1' = 20' O 10 20 40 Z 3 0 0 0 60 _ _ _ _ _ _ _ _. _ . _ __. - ...._..._ - _._..- .._.._ .............. ... ........ _... - ------ ............... - -- -- -- - - - - - _ _ . _ _ . _ _ . _ _ .. _ _ .- -60 - -- - - - - - -- - .- ................... ... -.- - APPROVED DIR TOR- OF�MELT WORKS - - - --------- ------------------- - ..... ........................... ... v .. (Q� ------ - - - --- -- . ... . . . .. - -- ... .. - ------ - PROFILE Q:: :. 50 (:OMRACTOR:TO:PR(AADE WiiRMEDWTE:: - SEE:SHEET: C -2$A -. - V 50 _ _ SUPPORT INSIDE'CASING "TO YN _ _ ._ - . KIARd DESIGN :ELEVATIONS AND SLOPE OF FOR ADii1T1(? AC... €ORMATtON. .... R - .. N ... IN . AT RAIL. ROAD CROSSING ... .....- -------- - - - - - -' - - - - - - SCALE:- HOR.- -1 20':.. - - . - SANITARY' SLIVER PIPE. 25`....- .. ............. ...:25 .. .. .... -. --- - - ... -- VER 1 70' _ - . _ .. . EXISTING GROUND AT R.O.W. CENTERLINE- - - -- .... .......... ... _.... - ... 40 : _.. _ _ . _ _ _. _ : _ __.. . . ...... _ ........... ........ .. .. - - -. -- .- - -- - - -- - - -- -- - 7� 40..:.:.:.:.: . - ----�_ 2' -3' YIN. CUVER - ..... ` ' .. -: -- - = - - - _ - . C- _ 26 - - C C _ 30 - _ . �. �2 - -- - ' - _ 3EJ 24S LF 17` DIP ® +9Ii- ..: a9O:LF:l 157.92 $98q/c 63LF 12 U1P a(� O.S% ' 0.696 - 97.61 : .:::... ::RIP: 0:043. 0.5 /o , �.::: SEE:SHEEU C -31 FOR; SANITARY N. ;SEWER: PROFILE ON BRIDGE 20 _.. �' -°% cfl.: ...... �. . -.. J - . ..... ar ... :: i 64:51' -::. -- gq_.I F 12 PVG �I ✓o — - .. - .. 2 GRADE :3 :STEEL CASING PIPE ..... o, : n Q :: ..... .. ... 3 z M ... ... .. :: .. N : ... . SAND FILLED -: :!: a;: : NN.— _ N a � �N: .. _N ® _ _� - _s: �.a -10 - .. -.. ... 2: f s4 Q _ . Z`^ ...Q Q " : 00 m .... V1 Z ..... G9 O . ^ Q pp.z. -: M. OD Z" N.LJ 2 j. G ; _ X i 01 J jf Lj i col to co 3w ti ': ... .. ..m.1- 41 -. �. -.. - _- ::::: ... :: :..:::: ........ : -..... ... l y ....: :... .... :..'.- .......- :- .. - - - -. .......:-::..... ...:.........:.........:....... .::.... -. -.. -. 34V.:. -..... �� .. -ti F Jr f• E. 11 T Y: R N T:O N . D: E:P. A: R T M E N :T : 0 r P U B L f C :W :6 k K :9 BLACK RIVER WASTE REDUCTION :CENTER RABANCO REGIONAL LANDFILL COMPANY. DESIGNED- D.E.BARKLAY - DRAWN 'AG.EGIiTEDARI CHECKED: R.O.GALTECAND - DATE 'OCT.,- 1992 - - FILE N0. -SCALE - - AS'SHOWN APPROVED DIR TOR- OF�MELT WORKS - - - 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 DRAM ' NA S:4UNDERS. CHECKED. RA.GALTELAND SCALE AS 'SHOWN APPROVED - - .. -. - .... ... .. I .. .. ..... ... I -.. -.. ...... I...- -.... .... ..... DIIZFfTOR OF PUBLIC WORKS 1� 1M1 _ Vi �u/2 1993 cm,�wVwe��.i�V,a��eea �In I n nI - nI Al n n I ^I� �In _n n_ v IA I _ ® n n I n n n n n °. I- _I ® 1 i I® I I 1 r� II I � � I e � n r 25. 25 .:.:..: _ 40 w h F OIN. 5 ELEV. 29.37 70P OF CASING z� t: ELEV` 32 OOs ELEV. 32.06+ .- ® - EXISTING GROUND AT R.O.W. R0. CENTERLINE LE 27.75 2' -3' MIN COVER TOP. OF CASING 28.67 30 I TT_ I.E. 27-34 _ 25 158 LF :12' DIP o O.6% — — 100 LF 72' DIP 0 0.49 63 LF It DIP O 6% ELEV_ 27.37 RELOCATED :T STEEL CASING CABLE BOTTOM OF CASING FOR AT &T : ELEV._ 26.70 TOP OF CASING ig ANC SD TOP ELW 27.08 20 RELOCATED 4' PVC 24 GRADE 3:STEEL 11T S N THICK CASING PIPE m p IR SLOPE: 1.40% .. LLB w AD FILL CASING WITH SAND 15 zvi z m 0 10000 OD cq ; TOP OF TIE .fi0 FT. BELOW TOP OF RAIL ° +°000 ::zai d M O S2102 . CIT S: N N PROFILE — SANITARY SEWER LINES SCALE- HORIZ. 1 _10_ _ .. LvERT_ 1 " =5s. __ _ _ __ _ C I T Y O F R E N T 0 N b. E:PA R.TM E N T.O:F P� U B L. L C. W O R. K. S . BLACK RIVER WASTE REDUCTION 'CENTER RABANCO REGIONAL LANDFILL COMPANY. DESIGNED DESIGNDAE FILE N0. DRAM ' NA S:4UNDERS. CHECKED. RA.GALTELAND SCALE AS 'SHOWN APPROVED - - .. -. - .... ... .. I .. .. ..... ... I -.. -.. ...... I...- -.... .... ..... DIIZFfTOR OF PUBLIC WORKS 1� 1M1 _ Vi �u/2 1993 cm,�wVwe��.i�V,a��eea �In I n nI - nI Al n n I ^I� �In _n n_ v IA I _ ® n n I n n n n n °. I- _I ® 1 i I® I I 1 r� II I � � I e � n r Al I I I a I 1 I .rl I A . - -- -- -. I -. ® I ® I I 1® I I I I® _ I L co 00 SSMH #2 STAWkNW TYPE o STA. 34t18.38.3. 20!RT + © ROAI + ROAI -- =: 00 36100 o N ✓ 3- �---- - M U 32+00 MONSTER ROAD 33+00 3 4+00 I — 519. 77 ' } 1+00 1.1 __ . ----r- I - -,M 1 F 12 350 LF 12' PVC F- W Al I I I a I 1 I .rl I A . - -- -- -. I -. ® I ® I I 1® I I I I® _ I L I AI I I I j I I i � f, SSI, H J1 SLANDJLRD TYPE STA_ 37 +72.14, 4.10' RT_ 'ct to 0= 21'10'58' 01 R = 564.90• PLAN T = 105.63' A = 208.85' SCALE: 1° = 20' 0 10 20 40 1 �o Ci F _ ........... _.. .... ... -- ------------------------- - - - -- _ MONSTER ROAp = ... ...PROFILE -- N — —`s'00 60. _ .... ..... ::::SCALE: HOR_: '1" _ .20' ... VER: 1" 10` - - �i0 = cv .. .. ... . .. .. -- -- - - --- - ry� .50- _ _._ _ _ .... ....... ........ ... ... _. _ . _.. -. .... ----- — _.- - - -- — 50 - iii .. – – - – - – – 2 c s Row 40 _ - _... _ _ _ _ -_ .- - - . . _.... S7&. - -_ - - - -- -- -- - - -:.._ _ C -27 w _ 3O_ — — — 6• .�y -£ .... ......... .. ..... . . .. ..... X41 0 W CF 44 12° i 0 10 - _ _ _. _- —0 r '3 y E. _ —20 "OAS MAIN, (_PROVIDEI CLEAR'ANGE ,. �N_ 0 Q c1.'cso, I AI I I I j I I i � f, 0= 21'10'58' R = 564.90• PLAN T = 105.63' A = 208.85' SCALE: 1° = 20' 0 10 20 40 1 �o Ci ........... _.. .... ... -- ------------------------- - - - -- _ ... ...PROFILE -- — 60. _ .... ..... ::::SCALE: HOR_: '1" _ .20' ... VER: 1" 10` - - �i0 = _.. .. .. ... . .. .. -- -- - - --- - ry� .50- _ _._ _ _ .... ....... ........ ... ... _. _ . _.. -. .... ----- — _.- - - -- — 50 - . .. – – - – - – – 2 c s _ 40 _ - _... _ _ _ _ -_ .- - - . . _.... _.. ..........__ - -_ - - - -- -- -- - - -:.._ _ C -27 -2$ _ 3O_ - __ . - -.. EXISTING GROUND AT R0_W_ CENTERLINE _.. __..... - - - _ _._....- . -. .... ......... .. ..... . . .. ..... STORM DRAIN 0 CF 44 12° i 0 10 - _ _ _. _- —0 �- }J —20 "OAS MAIN, (_PROVIDEI CLEAR'ANGE ,. �N_ 0 Q c1.'cso, j : TO SEWER �.. ^2 n1 . .. ..... .... .... !; [V h. `UGH L6� _ � fl. . m hhk � aT m Z I T Y O F N T IK CP -- . _ _._. EC7 h .. e -w� .:I — \ t .. W3cnz D A.R -T: M E N T O F . P f B L I C W OOR 8::: BLACK RIVER WASTE REDUCTION CENTER Mv` z COyIy�.!7 t1y11�� RABANCO REGIONAL LANDFILL :COMPANY; ' � :b _ _ L `T :T :.a. .. DESIGNED 'R EP UMMER' DATE- OCT., 1992 LE NO . - - : - W W LJ 'EX� W W W — __ : - .. : DRAWN - AG EGHTEDARI' OGATEANO SCALE _ _ AS SHOWN .. ncn. Ban price, I`.:`..�I.- 35+00 .. 35 +50 36+00 36+50 37+00 3 7 +5 0 38 +00 38 +50 CH CK EUR APPROVED 4 W _ _ I AI I I I j I I i � f, SEC. 14, TWIN. 23N, R5E W.M. y- NOTE: CONTRACTOR SHALL LOAD TEST SUPPORT - SYSTEM BY FILLING THE PIPE WITH WATER CONCRETE WALL FROM SSMH #4 TO SSMH #5 AND MAINTAINING PIPE FULL FOR 48 HOURS. COORDINATE THIS TEST WITH CITY INSPECTORS. GAURD RAIL 29 +50 �_ TIMBER RETAINING WALL 30 �_SUPPORT AT BENT" -00 2 (TYPICAL) SEE METAL FOR SIMULAR TYPE I PIPE HANGER \ 5A C- 5 C -46 �. _ SEE DETAIL /BENT. 50 EDGE OF PAVEAIE ' / FOR SIMULAR E v ` C -45 C -4 SSMH #4 O 0 3� . n z 407 _ 4�f J 0 N� azz � EDGE OF PAVEMENT 7 M gs4 ry Q _ 0 g- a a 2 a +w oa °ozz° �? x-ai 00 JERSEY BARRIER WALL ° t- w m" o f al w�QCF_Ism m �o� �o SUPPORT #1 GUARDRAIL QN QZ ;=_j o N N Q N Q •^- �twl160 am- 0 TR. FLEX, CLASS 50 DUCTILE IRON PIPE. SSW f4 TO SSMH ;5 '#5 PULL ALL JOINTS TIGHT DURING Q SSMH I INSTALLATION. co PIPE LENGTHS PROVIDED ARE FROM THE CENTER OF STRUCTURES OR FffiINGS. `sex PLAN VIEW SANITARY SEWER ��n Z SCALE 1 " =10' r- JERSEY BARRIER WALL co h' N ' OD INSULATE PIPE TO MANHOLE C N Z I o �- TOP PIPE ELEV_ = 25.89 m w - TIMBER RETAINING ro 3 Q WALL BEYOND N G� TYPE I PIPE HANGER Z m M L R 1 TOP PIPE ELEV. = 23.49 - TOP PIPE ELEV. = 26.20 = 0 Ol N c�i TYP. U.N. SEE DETAIL SEE SHEEP C -28 1 O BRACE LOCATIONL C -31 C -32 & -TOP PIPE ELEV. = 26.14 w z SEE SHEET C -28 FOR CONTINUATION T EXTEND INSULATION 3' BELOW GRADE v - / FOR CONTINUATION In i TOP PIPE ELEV. = 21.92Q 30 - -- �- _ ._. _ . - .. -- - -- - - -- - - - - -- I.E. 25.78 26.96 ow ni�roe� ?WALL 1,02 20- _ -- -- -- - - -- W. _ i I PIPE SUPPORT AT THIS RLOCATION, {TYP.) LF i 2 D.1. �STA,29+87.54, 29.05 ITT. _ PIPE S = 0.40q I I I I SEE DETAIL C- -32 BLOCKING SIZED FOR rI 36 LF 12" D.L` I LLl C -31 C -32 A 45' VERICAL BEND. I Ll I PIPE S =- 3-.89 3.28 % k I I I I 10 L L J - -- -- - - --- u-- - - - - -- - 97,5 LF 12" D.I. EXISTING GRADE ,_/*✓� PIPE S = 7.59% II SUPPORT FOOTING PU 1I II SEE TYP. DETAIL 3 ti I I BLACK RIVER C -31 c -32 11�P�tl s /I�as� l 0 -- - - - - -- -------- - - - - -- _ I - - -- - - - - -- - - - -- -- DRIVEN STEEL PILE 10" DIAMETER C I T Y O F R E N T 0 N 1/2" WALL THICKNESS, ASTM A252 GRADE B D E P A R T M E N T O F P U B L I C W 0 R K S (SPIRAL WOUND NOT ACCEPTABLE). BLACK RIVER WASTE REDUCTION CENTER DRIVE TO ELEV. -30 OR PRACTICAL REFUSAL. CALLR4C8 HOURS RABANCO REGIONAL LANDFILL COMPANY PROFILE VIEW EAST SIDE BEFORE YOU ®I® DESIGNED R.E.PLh1MER DATE OCT., 1992 FILE N0. 1 .8 ® ®�4L 4�P VV VP DRAWN AG.EGHEDARI SCALE AS SHOWN 1 " =10' CED R.O.--AND map APPROVED 21 -90 -032 3X3X 1/4, FIELD FIT DIMENSIONS SANITARY SEWER \� 1 12" SANITARY SEWER MAIN m GALVANIZED INSULATION PROTECTION `.d 7/8 "0 ROD, SHIELD : TYP. f iT 2 LATERAL SUPPORT L-- GRINNELL FIG. 171 GALVANIZED AS REQUIRED PER MANUFACTURER'S ROLLER HANGER ASSEMBLY OR RECOMMENDATION APPROVED EQUAL d DETAIL -TYPE I PIPE HANGER C -3I C -32 SCALE: 1" = I' -O" A WIOx22 (8) - #5 EVENLY SPACED VI4 HOOPS @ 1' -0" O.C. rr J U�M 3 DETAIL -SUPPORT FOOTING C -31 C -32 SCALE: I/2" = 1'-0" -I 12 "9I x 5 "EMBED_ EXP. BOLT, TYP. PIPE HANGER A SECTION ( ROTATED 909 C' C -32 SCALE: I" = I' - 0" w a EXISTING SHEET PILING WALL /ITARE r--PROPOSED SANOVIDE 4" SHEET METAL P AROUND PIPE MIN- WALL PENETR a 3/16 "STEEL PLATE PROVIDE REQUIRED OPENING IN SHEET PILING WALL. 8 EA. 3/4 ",d THRU BOLTS 4 DETAIL -WALL PENETRATION C -31 C -32 SCALE: 1 I /p" = 1'-0" s y RAILING a d< 0 a ao 12" SANITARY 2" THICK EXTRUDED a POLYSTYRENE INSULATION i 0.016 ALUMINUM ROLL JACKETING WITH z a' 3/4 "0 X 6 5/8" EMBED. 2" OVERLAP WITH STAINLESS WILLIAMS "CHEMICAL STRAPS POLYSTYRENE CONCRETE ANCHOR" OR EQUAL ROLL JACKETING INSULATION o e i_ 1 • C5X9 -WITH STAINLESS STRAPS_ 3X3X 1/4, FIELD FIT DIMENSIONS SANITARY SEWER \� 1 12" SANITARY SEWER MAIN m GALVANIZED INSULATION PROTECTION `.d 7/8 "0 ROD, SHIELD : TYP. f iT 2 LATERAL SUPPORT L-- GRINNELL FIG. 171 GALVANIZED AS REQUIRED PER MANUFACTURER'S ROLLER HANGER ASSEMBLY OR RECOMMENDATION APPROVED EQUAL d DETAIL -TYPE I PIPE HANGER C -3I C -32 SCALE: 1" = I' -O" A WIOx22 (8) - #5 EVENLY SPACED VI4 HOOPS @ 1' -0" O.C. rr J U�M 3 DETAIL -SUPPORT FOOTING C -31 C -32 SCALE: I/2" = 1'-0" -I 12 "9I x 5 "EMBED_ EXP. BOLT, TYP. PIPE HANGER A SECTION ( ROTATED 909 C' C -32 SCALE: I" = I' - 0" w a EXISTING SHEET PILING WALL /ITARE r--PROPOSED SANOVIDE 4" SHEET METAL P AROUND PIPE MIN- WALL PENETR a 3/16 "STEEL PLATE PROVIDE REQUIRED OPENING IN SHEET PILING WALL. 8 EA. 3/4 ",d THRU BOLTS 4 DETAIL -WALL PENETRATION C -31 C -32 SCALE: 1 I /p" = 1'-0" s y GALVANIZED METAL B PROTECTION JACKET C- C- 2 SANITARY SEWER PIPE 2" EXTRUDED POLYSTYRENE INSULATION - SECTION 32 SCALE: I I/2" = 1' -O" 12" SANITARY SEWER MAIN 7/8"o U -BOLT Ike- LONG SUPPORT W Z SLOTTED I _ Z Y Z HOLES, TYP. II ii U ::� II II STEEL PLATE O o O WELDED TO F. 3 Z U COLUMN Z 0 J 4 - - -- - - -- J U L� m w o N II I 3„ �1 Ij PROTECTION a � J m II I II I( JACKET Ld o z o 3/16 1 II it e 11 'I - O O TS- 6- F < w � " OR 0 Lv o li wlo x 22 Z I 10" 0 PIPE 1.- I> 'I I S 6X1; PILE a m li I OR a Y Z o L L 10" 0 PIPE PILE O o U m Q Q TUB t13 SECTION C -32 C -32 SCALE: 1 1/2 "= I' -0" �t e 21 2 02 DETAIL - PIPE SUPPORT 'rat c, C -3f C -32 SCALE: I It 72J �4 (�7 a 9s K°KER RANKE" - 141 717 10/90 - 300 1 1 1 1 1 ®I I I I AL l I 11 I 'A I PIPE FLANGE 12" SANITARY SEWER MAIN l i 2" EXTRUDED 0.016 ALUMINUM POLYSTYRENE ROLL JACKETING INSULATION WITH- OVERLAP -WITH STAINLESS STRAPS_ GALVANIZED INSULATION PROTECTION SHIELD j 3" PIPE GRINNELL PIPE STANCHION SADDLE, FIG. 259, OR EQUAL, 2 PER SUPPORT '- C12 x20.7x2 ' -6 "LG_ I �I I I TS6x6 jif i i 1 V � GALVANIZED METAL B PROTECTION JACKET C- C- 2 SANITARY SEWER PIPE 2" EXTRUDED POLYSTYRENE INSULATION - SECTION 32 SCALE: I I/2" = 1' -O" 12" SANITARY SEWER MAIN 7/8"o U -BOLT Ike- LONG SUPPORT W Z SLOTTED I _ Z Y Z HOLES, TYP. II ii U ::� II II STEEL PLATE O o O WELDED TO F. 3 Z U COLUMN Z 0 J 4 - - -- - - -- J U L� m w o N II I 3„ �1 Ij PROTECTION a � J m II I II I( JACKET Ld o z o 3/16 1 II it e 11 'I - O O TS- 6- F < w � " OR 0 Lv o li wlo x 22 Z I 10" 0 PIPE 1.- I> 'I I S 6X1; PILE a m li I OR a Y Z o L L 10" 0 PIPE PILE O o U m Q Q TUB t13 SECTION C -32 C -32 SCALE: 1 1/2 "= I' -0" �t e 21 2 02 DETAIL - PIPE SUPPORT 'rat c, C -3f C -32 SCALE: I It 72J �4 (�7 a 9s K°KER RANKE" - 141 717 10/90 - 300 1 1 1 1 1 ®I I I I AL l I 11 I 'A I