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HomeMy WebLinkAboutS-029901MANHOLE #1 - NOTES � 1 - Olympic Foundry Co x58 39 4" deep frame with 23" diameter cover marked sewer ". - \ 2 Adjusting bricks as required. ` i 3 - 48" diameter by 24" high precast eccentric cone. Verify placement of opening with City Utility Superintendent. 4 - 48" diameter by 24" high precast manhole riser. 1 5 -Chip out opening in manhole riser for 8" pipe. Furnish and grout in an 8" diameter cast iron PE -MJ piece of pipe approximately l s' long. ! ,. 6 - Chip out an opening in bottom of riser section to permit riser to be slipped over existing sewer pipe. 9 `N 7 - Blocks as required to support and level base section until concrete is poured and set. i `p� N 1 8 - 5 Sack 3000 psi poured in place concrete. Place in one pour and trowel top and o O \ channels smooth. y 2 o `"1 �o O o 6( All labor and material shall conform to City of Renton Standard Specification. Specific A provisions of these general specifications are as follows: U1� m _ \ All manholes shall be City of Renton standard with offset cone and Olympic Foundry Company locking frame and grate, except MH #1. Z \ Pipe material shall be as indicated on the drawing. Cast iron pipe shall be ductile cast iron with push on or mechanical joints and shall meet p p P I City of Renton standard specifications. Z \`� PVC shall meet ASTM D3034 Standards with rubber gaskets which meet ASTM 1869 Standards. N I !� I,!ater settle all backfill. Provide a 2 ft. minimum thickness layer of 2 man rock backed up •eT \ with a 6" layer of quarry spalls over ditch backfill from Sta 0 + 30 to 0 + 50 to prevent '�I to N 172,007.58 I 1 future erosion , n n�E 661,233.90 PLACEPEA(7RAVEL o uApE24u0 & 'OVER- AU_P,iC 5EWER PIPE. PARKING LOT Rocl<EFLY \\ �� r�uIJC > xlsnLly I.P REPAR �\ .31.371- -\- 0+47,98 121.33 /I+�•31 ( 135.82 \ \` EL 244.23 i N 89-16-56-W _ 5 %rEL H`r SANITARY SEWER EXTENSION a< mx Cw s I° °20' ONE LENGTH CL. 50 D.I. B" PIPE 7/31/79 FLEX. JOINT - �'p �'re(srcxs. PLAN, PROFILE, DETAILS & SPECIFICATIONS mss /OpAL`�r9`� /7 B" MJ. C.I. CL20 TEE . YUHL & ASSOCIATES 1/2 BLIND FLANGE BELLEVUE WA. 64 -2686 =' -• �- - rev- 2 16 --80' moved nn-.h. -5 east-- - "AS DAM .... rev rev i depth, el 1 3 erse oc.o s ormon son; c g.m. to rop; re sew. im m ,. ��, I, CITY OF RENTON STD. M.H. - - I 8" CL.50 D.I. PIPE �- Z- O � M.J. 900 BEND I "max- p APPROVED: WARREN C. GONNASON P.E. DIRECTOR OF PUBLIC WORKS 6"min�/ 0': >1: ^.- --_ -': :•;:::•�;% CEM. CONC. CLASS 5 ( 1 1/2) MAN HOLE #2 DROP ,CONNECTION REQUIRED B I PROP. CORNER 5 +43.57 A 172,001.16 - 9 APT. COMPLEX-1 661, 746.06 20 EASEIJIENr To OE DE%DED PIPC 70 �1TY OF REN IOM PDR CONTROL LINE �9 +4b.37 SEWER A�P.1D WATER. ��-O � 3O ® r - -® 7 .'•or; :D'I,, - , — > c s "" fimin. 9 T 7 T '�• © MANHOLE I CONNECT TO EXISTING SEWER L THUNDERHILL Rf_rBAR r3 +05.13 141.24 0«00 SEWER LIN E_ EAST u \ 5' lo' FOUND PK 0.2'.. 50UTIH.O /` / 12�� STORM DRAIN LINEMARJ «D E6t� \ ... B" SANITARY SEWER .... . 15'x= ASEKIENT \ �o �� - -N 21 °2004 °W CONSTRUCT NEW 'M. H. OVER \ IS: PROVIDE PLUGGED PVG -5TU6 � BEYO AID PROVIDE A "T" AT THE I.-or-AT ION EXISTING SEWER. 4P N 171,980.70., FACE. OF MANHOLE.. SLOPE (5 ?,0 -/o - SoECIPII:D 13Y OWNER OF PROPERTY \` o E 661,241.75 CHAIJNEL MANHOLE. TYP. WHERE SHOW U. PHOUF_: 22to °4750 N EXISTInCi . \ -N 68° 39'20" E 7.5' N\H D2-12vp \ NORTH EDGE RIM EL. 234.35 INV, 22975 43.7' S. OF CONTROL LINE o \ PLAN Or00 +� 2 +00 1 = 20 3+00 266 - M. H. 5 - y Zp' -sewer cont. On sheet 2 WATER 1 -11.IE -- - FUTURE'S' WATER HoTE: STORM DPAIUAGE VERTICAL ' HORIZOMYNIL � _ � j LINE EAASEVIL Nr ALICiNMEUT MAY C-IAl FI�NI THAT SHOWN TO A�COMOPATE Flwi5HEb e,Rol I=IEVATIOnI To N P o .. r3E_DETERMIkI�D 134 OWNER OF PROPERTY. a m - N z mT \ �o (PUCDET DRIVE PFOPEf2T1�5, N N v F_ z_ N \ (o < O a) w `�S, !`� = (A ! S m ww o to - :moo To 'it00 y +\ -- - - 306 SEE SECTION BELOW - _ _- _ - 4 +-7&A- MAUHOL6 M. ELEV. 298.10 mm -- - 262 - 0) N -- Ot5b TYPE1r CB- -- o 288 258 - INV• ELEV. ns;.0 - _ - 3 +20 CFa -15 REAITON COLIC, .IkIV. =LT--V. PRODUCTS, 284.40 - . > - - _ 1°- _ - -- �e -- m - 254 4- 294 ' 15 250 290 286 N N m a _ - -- - -- - - -- i �; I - 1 DITCH 1 EXISTING C�ROUNO 5URF; =.CE ?Iz i x'11 CokX-RETt. 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I - __._ _._ -- ._._..___ _ -._ . -._ O - -- - -_ -- _ - - $ __ ._ -_- F - -- __ ! -o- - - _- _ 274 270 266 -- z+ - °\ a - - - __ -i_ - -1 - - -� T _ - g -y -_ J - . -..- - - - - - -- iPR:OFlLE -- -- ,—_ a 3 _ N _ >_ - - m - -- - - -- 234 -- - __ - - - - _ -- - - 1 -_. —,: MANHOLE DROP - . -- -- SEE DETAIL AT - -- { = 20 horiz — II I =4' Vert. .I.. - -- - -- --- -- - -- - — - 0), 0-1 -- - - -- -- - _.- -- 230 - 0 -31 INSTALL CATCH-BASIN EXISTING - TYPt.0 INTO - DRAIN LINE.--- - --- - -_ - -- - -- - - -- - -- - - - - _m 7 -- _ ---.._ .. "DUCTILE -�- g =0. —� - -� -- - -- - ! ©; - - - -4- - -- -- - T 'T- AM