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.�. ......... C0 '[T[ MIE SHALL RE [LASS S.SCI -1(C IN, E. S. •'CEnfRS COWCtETE *CATS ( I FOR PAVE KENT IATC N•',
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... ..._ .___.— -. ____._ _. __..... .. ..._. ____. ._:... ............. ....... .. __. - ..'_tea. ____. __ -. .. -._. _ _ ....... _ _ '•RITYM:ROY$ PLANT All F09 PAVEMENT PATCH ".
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ANIL
�— .F•M SANITART SEWER z PLAN NOTES
_ ALL WORK ANDH
MATERIALS TO BE PER CITY OF RENTON STANDARDS. 12. SANITARY 11W ER PIPE SHALL BE CONCRETE RUBBER GASKETED ASTN
�Q� Y I : .` : ,FTF/. $4Q0. QT.. /J'. - 2. LOCATIONS SHOWN OF EXISTING UT It TIES ARE APPROXIMATE. IT GASKETED ASTMS DH 3034, 1 SORR35 LYY INYL CHLORIDE E
�JCfi7 ___. ____... ......_ oZ, /A /Y ._. `l.... .. - �. �p ",YSISTU�. SHALL BE THE RESPONSIBILITY [= THE CONTRACTOR TO VERIFY •USA R.
THE CORRECT LOCATIONS 50 AS TO AVOID DAMAGE OR 13. IN UNIMPROVED AREAS. MANHOLE TO EXTEND MINIMUM 5- AND
) DISTURBANCE. MAXIMUM 18• ABOVE FINISHED GRADE. IN PAVED AREA, COVER �•/� (�
w/ . /NL. EG.:-. 3�0% MUST SLOPE IN ALL DIRECTIONS TO MATCH PAYING.
�NU. EG.- an9, �IO _ - 3. IT SHALL BE THE RESPONSIBILITY OF. THE CONTRACTOR TO OBTAIN
-"o STREET USE AND ANY.OTHER RELATED PERMITS PRIOR TO ANY lb. MANHOLE RING AND COVER TO BE 24° CLEM^ OPENING, EQUAL TO ` (A
I• xJ `/� - _ _ _ CONSTRUCTION. ]IB'POIANETERRL LIFT HOLE WITH EXCEPT SHALL \I
- F S7,Q 3!056 L z 5
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P, +,!'rJYZ"• ° 4. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE "AVE YORDI N6 -SEWER- FOR SANITARY SEWER, OR -DRAIN- FOR
-,Q I11 _.._ nel,D�.�Q _._._ - - fS•/y q: /R T ♦ - : - K•a",,�i//CVPyRG .N� •�, - - - - PRECEDENCE OVER ALL OTHER PLANS. STORM GRAIN. MANHOLE LOCATED WITHIN EASEMENT SHALL HAVE
__ -_ .._..____._ __......_ _____ ..... _F, __.�� .... /_Y /V:O. [J rvC] .. : ........ ....Y/M.,.4:'% /YF /..t......`2.- _.._ ............. _ _ ......__. .. _._.. -_�- �.. __._..._.. .,_. .. _.... ............ - ....... BOLT DOWN (LOCKING LID) RING AND COVER EQUAL TO OL YAPIC O
L I iP _ ` /nIC �J - - - p / Ate. .I 5. TIME CONTRACTOR IS SOLELY RESPONSIBLE FOR THE t1E AlIS, FOUNDRY NO. 5943 VS -L. � ' t��•I
I�wNEw� NV .E4 �., •sp/ ,7 - _ ✓ NMVi� NOe a: - - : I .•. ( :MAID aIN, 3.7T, 27 , ,39•A' ZO. : METHODS AND SEQUENCES OF CONSTRUCTION AND FOR TIIE SAFETY
ll /p JsGOZ�p� Q _ _ //, ,'[p�J /.yY - _ - { p� �yA.' : I O3Q ^'p OF WORKERS AND OTHEMS ON THE CONSTRUCTION SITE. 15. MANHOLE SHOWN IS 40• INSIDE DIAMETER, 5" MALL THICKNESS,
- L'O"/V, W) %/YV -C-38• ,. J7 / /Y/. G4. � .�yJGTV�! : : - �7Q - - l _ _ �p. .NG..� �NV EL a w V TO ACGONNODATE SEWER PIPE THROUGx 21 •.
�p 6. OATUN SMALL BE CITY OF RENTON, U.S.C. AND G.S.
- - - - �6'NE[✓j S.S.:filVB /Nv E/- 39o. :8T - - 54• INSIDE DIAMETER NARHOLE SHALL BE SANE AS THE 48• 1.0.
7. ALL DISTURBED AREAS SHALL BE SEEDED OR STABILIZED BY MANHOLE SHOWN. EXCEPT ME tlALL THICKNESS SHALL BE 5 -1 /2•,
y37Y•:. '/ w �P/S ,> - , .. :.(G "NE�vI IsL��.s/uB /iSI(/E�•�JO' : I _ - _ _ _ _ - - _ - OTHER METHODS FOR THE PREVENTMI OF ONSITE EROSION AFTE0. TO ACCONHODATE SEWER PIPE THROUGH 35•. MANHOLE WALL SMALL
_. _. _._._- __.... _. LL ........_..._ .......... _ _.. - „Ci.IR.�y ..4,F..... ...�...... .. ........_” ,„ ....... -. -_. _... _.._ ... ......_..._.. _... ._..__..... .__.__. _ _ .._._._. .. .___.. -... _..... -__.._ - ....... THE COMPLETION OF CONSTRUCTION.
HAVE NOT LESS THAN ,1.12 SQUARE INCH PER LINEAL FEET "IS it
`cCC 0*.44 P r• '. : .... ......,.._. ........... ....... .... CIRCUNFEREUTIAL r-EiNFORCiNG STEEL BAR. ALL PRECAST
- ALL PIPE SHALL E.. LAID ON A PROPERLY ...PREPARED.. FOUNDATION SECTIONS SHALL CONFORM TO TO ASTM C -47!1. Qj
•i FAwl,l - - - _ _ _ - - - C�° /s'Y a•fNO 1LAA/N _ _
ACCORDING NG TO WASH fNG70N STATE SPEC, ]- 02.3!1). THIS SHALL
/6 MAW WE1-v 58.5 41 _ _ _ _ _ , F 'yiPV41q _ _ _ _ - - 4 '• .$ i/M �. I/F'FF _ _ _ _ : _ _ _ _ _ Y LEVELING F THE TRENCH BOTTOM OR THE TOP 16. ALL MANHOLE :DINTS USE A CONFINED ROUND RUBBER GASKET
( MCC M7 ypjl j - - q - - - - - _ - - OFCLTME NF U HDATIONEV MATERIAL AS WELL AS PLACEMENT AND MEETING ASTM G -443 SPE ^IFICATIONS.
AW A Et=,BS. ZS - _ tL.'pµgzLW _ - - - - (Q %SC%J' oW. -Phog) /NV ELF 305.00 CONPACT)ONOOF REQUIRES TMOOING.NATER MATERIAL TO UN IFORN GRADE ) �a
L:2pp�Zi - - - _ SO THAT THE ENTIRE LENG OF THE PIPE WILL BE SUPPORTED ON T• ALL HOLES FOR INLET AND OUTLET PIPE SHALL BE BLOCKED OUT
- ✓P[: - �EXISTI'Aj;;� 61WR1111I' ►1►L �qNO. - I, /IA. C.wfl. J- //: _� _ _Jpa.: - 'D"$^ ,.h . - _ ATRTHETIM OF CASTING SECTIONS UNLESS THE HALLS ME TO BE
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A UNIFORMLY DENSE UNYIELD IHIS BASE. IF THE NATIVE HATER IAL CORE DRILLED.
_ -__ __ "___.. ..._. _ j. _.._ __ .............. _. ___. - . ._:.....,..,..,./-06.4�.J/G..... .. -. ._.. _.......... :....... _. .......- _.- _..__.._ _.. ._ ._y._ __..___ _.. ...... - "'..} II. .... ......... ._..... ... IN THE BOTTOM OF THE TRfNC.H. MEETS ME REQU IREMENTS. FOR
G4... 3ifdr03 _ ..._....._.. ... :.:.,T,••r'rr- ;It:.S.: .
yvf/ Way LI• .7 - - - I , , - - -u,z/• /•fin/ "GRAVEL BACKF ILL FOR PIPE REDOING. THE FIRST LIFT OF PIPE
BEDDING MAY BE OMITTED PRO4IOED THE MATERIAL IN THE 80TTON8, ALL PIHROUGH MANHOLE WALL SHALL HAVE •0• RING RUBBER \ ^\
ff 5 A f 0f_ AV.M� - - - JVG%:::r#1S :P /pp :M&57:Ae; J,V pUQCE ::: : '.:::: l�. (L:: :::: ::::: - - OF THE TRENCH MS LOOSENED, REGRADED AND COMPACTED TO FORM GASKET MEETING ASTN C -478 SPECIFICATIONS. IN A MANHOLE-
: lJI/r� ; 3JIN••7%. - P AM- « KMµR,: _ _ - - - - - - q��Q �fn. .v- - 'J... _ - ;'. '�a+"J/ 6 7(9-✓ _ A DENSE UNYIELDING BASE. COUPL MI EQUAL TO JCHNS -MANY ILLS. MANHOLE HALL MAY BE.
/lYI=A 44• , W - , y. Q. m .cows? UG7zw: QF 7AVe - ", 9 CORE LLED AND CONICAL TYPE FLEXIBLE SEAL EQUAL TO
�y/�' FR'PYpYP THE SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED ACCORDING KOR -N -SEAL CAN BE INSTALLED.
r�Z S.FJWn /,.R Gi,i.• .Ip•FJ/ p• s,, - - _ ..... Sl•W/TpR1''. 56WER:✓NE, ... - . . . . I . . . . . . . .. . .. . . . . - .. TO THE APPROVED PLANS WHICH ARE ON FILE IN THE CITY
Sj}/Wy^
F RENTON DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FRO %i 19, PRECAST CONCRETE ITEMS MAY BE SUPPLIED BY THE FOLLOW LNG:
__..._ ..___ w ._V' .. - ....`i.T!`!!`•� .... _. ..... _ _ -_ ... :_ -__. _ ::.{ TS THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE
- _ - _ _ - _ ._ _______.._- _ ..._.___.... .... ... .._....._- .. .... ... _ - CITY OF RENTON DEPARTMENT OF PUBLIC HONKS. .TED SAND AND CREWEL
f , : ... AVER TT CONCRETE PRODUCTS Z
- - - - - - O TOW NECONCRETEEP I PE.O INC.
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( (•j, '� - - 1 q COPY OF THESE APPROYEG PLANS ?MUST UE ON THE JOB 51 TE
. . RENTUN CONCRETE PRODUCTS.
7f G3 /$'r WHENEVER CONSTRUCTION IS IN PROGRESS.
4 PIPts i� OF. AST,y Cary
yvy \. ,•,G?i. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL 6E BACKFILLED ONLY WITH PEA GRAVEL y.
OR 5/8 MIN CRUSHED OC AN MECHANICALLY. COMPACTED. ` O� u• (ajo
t .
CUTS INTO INTO S THE EXISINGRASPHALT SHALL BE NEATLINE CUT WITH \ FWA
... ...� - .... .. ... ... .., _ .., ..,... P, .. ,]W. ...._.. _ _.... .. _.__ -_._._ .- ._.. -__ ....._.. _... .... ...... _. .. ..._.,..... SAM OR JACKHAMMER IN A CONTINUOUS LINE. A TEMPORARY MIX Vr�IF' 2C �t7
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COMPACTION. AT O RNR ND IA LY A ER B KF L ANO
PERMANENT NOT 'ERIXT - PATCH FT SMALL BE IL PLACED Q/•/� /?/!
WITHIN 30 DAYS AND SHALL BE THE THICKNESS OF THE ORIGINAL /�J(i F� EiOG7C7
tP a .� CH
. ,� ¢YLXIVH,' _ _ i _ _ - _ _ _ _ _ ASPHALT OR TWO INCHES WHICHEVER IS GREATER,
iallalerc file eRlewi :: 5�4LE a SCALE TE
=AD�UF'0 � i�
T N _C 8so97
P'T OF ZBLIC OR KS DATE sxeEr � of f