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SEWER CONSTRUCTION NOTES --
<br /> NOTES ON SEWER MA//V EXTENS/4/V
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<br /> FRAME� COVER--.. '
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<br /> I. The Contractor is responsible for coordinating connection of new sewer. H h
<br /> p main to existing system with the SILVER LAKE RATER DISTRICT. Q u
<br /> :A D. +rD.• a
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<br /> �)� Construction of this project covers portions of two Districts , e
<br /> responsible for The Contractor shall verify the location and depth of the existing �,
<br /> p providing sewer service to the site. water main at 116th Place Sw and take all necessary precautions to pro-
<br /> tect
<br /> tect the main and maintain service. Contractor shall' notifythe Engineer
<br /> � a� bisfrict names are shown on the Sewer System Plan _ w
<br /> y (see sheet *6 ).
<br /> + �k o Where Pr in these notes or on the plans the work "Water District" immediately if the invert of the water main is less than 3 feet above
<br /> a .�
<br /> appears, ;he term shall be construed to mean either the Silver Lake the crown of the new sewer main. a
<br /> r �r� .4' Water District or the Mukilteo Water District dependent upon whether 3. Flow in existing ditch along Meridian Ave. shall he maintained through- w
<br /> •!,,:.ii
<br /> the note or item refers to construction East or West of the Z out construction. At the end of construction of the sewer main exten-
<br /> sion _
<br /> I Division Line (respectively). A of theplans approved icopy by the 5 sion (Line M) the Contractor shall thoroughly clean and, if necessary, u
<br /> Iht40____ , , Water District shall be on the site at all times that work is being Q reconstruct the ditch to original or better condition and to original
<br /> MANHOLE STEPS P'• performed. O grade. •�
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<br /> The contractor shall be responsible for co-ordinating sewermain W
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<br /> PLAN LOCK/�vG MAN�r4LE FRAME xCOYErP. construction and connections with the Water District. Connections
<br /> LOCATE A5 SHOINNON PLAN to existingwater mains shall not be made on Fridays, Holidays or o c
<br /> MARKED 'SEWER"OLYMPIC y
<br /> F/N/SHEDGRAD+E7 FA/DRY NYS.3949-WS.O '60UAL Weekends. The contractor shall contact the Water District W o
<br /> Superintendent and set forth the proposed schedule for construction Z
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<br /> i' a of water main extension and connections prior to ANY sewer main
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<br /> ' .5"e lR'EQMT. FORAGJ(57/yEN construction work (on or off - site). ti/' i�, '4SN.��LL BE"'. 2 c:or/ 5E5 OF 4•aR/C K,OR W c Z Z
<br /> w
<br /> `�,�' �c 4`rOU'SESOF 2"BR/C'r•oR 1. All work shall be done in accord with Water District Standards 3 n a Q
<br /> �� 2 e 2 EA. 4-AaJLISTMENT RINGS }
<br /> PLASTER INSIDE FACING r ~k and regulations. The Contractor is responsible for being PSOr//p P.,,c our5 AND • o 0
<br /> OUTS/DE OF ADJUSTMENT iD 48-TO 24'OFf3ET CONE familiar with the standards of both Water Districts. If not CLAN c M.�+.�NVw5
<br /> RINGS w/yi'•THiCKGROU7 otherwise specified by the Water District of these plans all a/v No,eTH s EfJSTGo,Q r
<br /> P FL/Tuace 4.oNNECTioN.
<br /> work shall be done in accord with the "American Public Works
<br /> ��4`d HOT D.'P t✓„gLV.4N/2ED/ ?6i Association (A.P.W.A.) Standard Specifications for Municipal .J
<br /> SAFETY STEPS Ar /2-oC NOTE= Public Works Construction", 1981 edition. , w -"" -- --
<br /> LOCAre AS SHOW/V ON -, 4- M/N.PROP OF GRAPE W NEW PAVEMENT
<br /> PLAN V/EW BELOW. 4• 48• 4D THRL/MANHOLE 2. All sanitary (SEE ROAD PLANJ �-
<br /> SHALL,9E O./0 sewer pipe shall be PVC SDR 35 conforming to ASTM yEX.PAVED ROAD
<br /> Standard D3034.Scwer r- skill be ins+aile:1 ' �o,� I + -
<br /> r 3 ("Now)I e n •�-�+5 only,
<br /> /90 L.F a 5 3 7 a1 M H S 1l � _---- � _
<br /> CONS'/NED 0-RING�/BBEIc Y P `a Y ii
<br /> O�rrrrr rrrrrrrrrnrrrrrrurrrifirurrrrrrrrr i '"r
<br /> d; GASKET✓O/NTS. ALL 3. All sewer pipe W I MH"� ` - �/S Ty STREET S W
<br /> OTHER JO/NTS GROUT p p shall be laid to straight line and grade. The •
<br /> BOTH/NS/DE 0 0/ -S/DE. Contractor is responsible for maintaining proper alignment. 14 ---- _-
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<br /> 4. Sewer - - ,---`
<br /> o pipe shall be bedded in accord with APWA Section 61-5. 1 \ \ti
<br /> MANHOLE COUPLINGS AS • STA. O 400_
<br /> a Bedding material shall be placed at least 4" below the bottom of ♦ -
<br /> MANL/FACTY/RED DY JOHNS. - the pipe to la above the crown of the pipe. All bedding O Q STA./2#50 M//5 RT). 1
<br /> 244NV/CLE, OR EQUAL SHALL material above the bottom of the pipe shall beR/M sao.o c' [JIVE M
<br /> BE CAST OR GROUTED/Nrop p placed and tamped -
<br /> be ♦ W /E. 48y90(/w�
<br /> M H WALL.
<br /> SHORT RIPE SECT/01,/ byhand in lifts not to exceed 4 inches.
<br /> AT M.N•, ."PE. Pipe barrels shall be 4B,o.90 Comer) .-
<br /> t• /z• GRdL/T/NPLACE fully supported with allowance made for pipe bells. Bedding w � ,
<br /> �W lwax, 0U75/DE/TyPicAt.) material shall be Type 2 for flexible pipe in accord with APWA o:
<br /> 61-2.03. .�a w
<br /> �f I �l:
<br /> 5. Sewer pipe shall be installed in accord with APWA Section 62. I il I
<br /> I FLOW 1 /A
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<br /> e^ • - --- 6. Manholes shall be 48" I.D. in accord with APWA Standard Plan No. N. 1 `
<br /> 44(
<br /> GRI�UT F/LL__�-- ,, • a , APPROVED FOR CONSTRUCTION
<br /> COMPACTED FDUNGLgTiON •��• �'� 37. Manholes shall be installed in accord with APWA, Section :,
<br /> Ii-
<br /> L AS DIRECTED •`? ''''"'if .. �p� 63.
<br /> yi �o� 0 0 0 L�VOI�STL/RBEO
<br /> 4.4A.::„.;
<br /> �' \�/// 0X43 D. ��� EA/PTN. NEW PVM'T CO C. _
<br /> CL/RB 4 GUTTER- - SILVER LAKE WATER DISTRICT DATE W I
<br /> ELEVAT/0/V 7. SEE ROAD PLAN. = Q
<br /> Select backfill for sewer pipe may be acceptable native material I -
<br /> free of all rocks and deleterious material. Imported material =1 I W
<br /> PRECAST MANHOLE /NSTAGLAT/ON DETA/L must be used if native soil is unacceptable. Backfill shall I ;F:. I LL W
<br /> conform to Water District Standards. Iiii
<br /> NOT 1n SCALE :, Q ,
<br /> 8. Maintain minimum 10' separation between sanitary sewer and water -I { Z
<br /> i - 0Q
<br /> pipe.
<br /> SOUTH LINE OF ME/R/O/AN VILLAGE I,' W O ci:mr_
<br /> NOTE: .,r
<br /> 9. Terminating manholes, where sewer extensions may occur, shall be rN i:*te4 CONTRACTOR SHALL VER/FY LOCAT/O/V Vprovided with knockouts and channeled accordingly. //a, STREET Sow(orOPEiv) rU V ANO/NVERT OF EX/ST//VG MAA/HOLE z A a.
<br /> ,. PR/OR TO START OR CONSTRUCT/ON OF Q
<br /> 10. Manholes shall nave a minimum 0.10 foot drop in Lt,e channel. =-+ !W
<br /> SEWER AIA//v Ex TENS/on/. W
<br /> Inverts shown are at the center of the manhole channel. I
<br /> Mi151� 1 ,o Q ��;° �- li1 aim
<br /> 11. Side sewer connections di..ectly into manholes shall be -- / tI ♦ �(
<br /> constructed so that the side sewer crown matches that of the = ! W
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<br /> v�� r EE sNE�T//p F ,e G!>CAT/oma sewer main. The manhole shall be channeled accordingly. sm. 2*67.5 M/45'/87./_ I
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<br /> 12. All manholes shall be provided with locking lids with the wor R/. 496.3f�EX.GRADEJ
<br /> OF .SES'l//CE CON/VFCTJDNS• I ' w
<br /> d ¢$5.'¢3�ovT� E 0
<br /> _.�_�- UTI[/TY E.9SEJWE/VT -- -` inch diameter lift hole.er. Manhole covers shall have a 7/8 E.(6j _ 2 zz
<br /> ori- Iti e. 1 r- a
<br /> , , "SEWER"
<br /> =' Q...---7_,---- SEWED M �v 13. All testing and inspection shall be in accord with the Water - EX.SAN.SEWER SERV/CE v�6`� District standards. r
<br /> ►, E SIJ 4 W The Contractor is responsible for w: ST 4...;yI°�FIS1�; coordinating all inspection and testing with the Water District. �,�: A.T G8.5M'/3s RT.J D
<br /> 1
<br /> 0 M CC
<br /> •, �� JLv �� / , R/M49/8 EANNOLELUWTTs1AOPtt>CDC 6'r4 WYE - 1 el°
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<br /> '.7 wr4TErCT�KNT "W�>' Q/ � SEE NOTE 3 ABOVE -EX.HYDRANT ' /E• 403.rI93 C/N.) W
<br /> 7o,a-I~( Y J ON EXIST/NG O/TCH
<br /> oL uCT q p �'� s - r,
<br /> W I ( - GATE VALVE /vER/PY EL E I/si T/ONSJ
<br /> W _oW
<br /> W C-4_..5
<br /> ��:: h EX.UT/L/TY ROLE- w, - - EX. a"D./. N
<br /> W I G"3/OE SEWE�2 {'Lugiel------
<br /> f�/ �y _W rvATER MA/
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<br /> Y♦ CC��
<br /> h i STA.4#50./ L/NE /y ' �__.�- _ �l APPROX.E4l�,E OFPYM'T./33
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<br /> ` ill ' PROTECT OR REFERENCE 4,,,,,...)..
<br /> �„ +.. .rrr�rrrrruir. rrrlrrm,,s,,,s `./ - Lzi A ti
<br /> i REPLACE __
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<br /> X J pt P 444 REMOVAL 11 - APPROX.EDGE OF PYM'T.' -��
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<br /> REPL 4CEMENT. �PEq. j //�TM PLACE S.1N _ 2
<br /> ao �+ STA. 4#55'.6 M//5'lP7j BACK
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<br /> / I CEX/ST/NG 8"CONCRETE SEWER
<br /> =STA.4.35./M/3'RTJ AHEAD '
<br /> R/M 496.5 t/EX.GRAOEJ ( I \ CONNECT NEW 8"MA/N TO
<br /> X. CURD �a
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<br /> 5.
<br /> fE°� /.E• 484.GO I LAKE MANHOLE PEiP /L!/Eh�
<br /> Z.C.k--- -- E ri•t- 4133.So(aurs I WATER D/STR/CT
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<br /> ) NEW A C.P. ___ - -/� X UT/L/TY 8.48E.t�IE�/T --- Ti.„, gBo vE ExJ�TJNC�/NVE.PT. I
<br /> •
<br /> ex. CATCH Bq5//V W I STANDARG75.MEET AT G.iO'
<br /> W L/2"CONC CUL VERT '
<br /> WITHOUT PAVEMENT
<br /> 1 lk 6",4" 14/YES', W 1 ,+ �.
<br /> ITR- PAVEMENT PATCH �yQ /..8,xCo EE -/oar o�MM v
<br /> 2.11-LO SEE NOTE *2 ABOVE- , !�451
<br /> , V CIDNCERN/NG EX/S7. 4
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<br /> N As/WALT co,Vc.
<br /> WATER MA/N. q Z-6' Sr•oGL5 -Ga ,11) r
<br /> _liElE3-7- i ,--. _ CD _ PAVEMENT PATGN f
<br /> .----Y /-
<br /> L S/DE• I ��_� �_ h M RY. TQEA/CN SAWCl/T E.1�/ST/Nd. �,W O '
<br /> �7EWEIP �' �. w/vT� - So' A5os/ALr ogVEMGI/T I 1 ,
<br /> a'x 6", .E W crsr GRAPE ��l//////1/
<br /> ON SEWER / b"/NSPEGT/ON V� / J ..-
<br /> t . -c I W N irlMA/N 14 q TE"E /;�� ,�`,Y/f nE,rN OF GPUSNEOSEE NOTES FOR MATE/e/ALS ¢
<br /> • W W WATERT/G�H T PL 0c9 a � / CONSTRUCT/OA/TiPUC T/O/V REQ!//�E/VENTS. z
<br /> V.,,,?-'' .5t1�PFAt✓NU COMPAGTEO W ,
<br /> O WN
<br /> / To 95•Z MAX.DEA/tiTl' N
<br /> 44?'MAX.
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<br /> Z�/s /N/N•SLOPEtSAG.CF/G, MATE�PiAL "seA.P W,A,
<br /> ,cam 1 1
<br /> 2" tirA.r-FTA COMi'ACTEO 70
<br /> SEE COVER SHEET FOR CiENER�4L COA/STRUCT/ON NOTES. OO
<br /> V.: :. /VOTE: MAX DEfL ECT/ON AT JOINTS �� 9 •+r ENS✓rY. N
<br /> �G S Jr NOT TO EXCEED O/f�E MAN UfACTURER'S 1 / 1•'44ND ncAG ED ' Z
<br /> ;� j;.;"a RECoMMENL1q T/CJNS �h F�N�'L BEOv/NG u�r W
<br /> / I' y TYPE s 3EOOiv4-a L/�rS Q
<br /> w -- r�E dEvviwt, SA/V/TA Y SE
<br /> POoo cows.on/ 1 R SEWER MA/N v
<br /> NorE• THE CONT,eJ'�GTp,�MH Y v V ' . a_ EXTENSioN L/NEM 0 r
<br /> ANGLES GREATEP /w19TEP/AG-NAND PLf�Cf17 �' = G
<br /> TNA/1/ /3%. ELc'Cr To cJSE A 6"+ o
<br /> a A
<br /> Pc,uB/E wYE'N Pc�,c E o, /I 4' re,-,6 9 Ev01/15 LOCATED IN SILVER LAKE WATER D/STie/C T
<br /> If Mil~ "
<br /> T/yE 7Zvp ".4"wYES 5W/1J. ��/N/T/AL LIFT
<br /> ��:ori I .y-- II���I , •
<br /> 30 MAW. 0 kin ti
<br /> aiZ
<br /> IO
<br /> '��/ r
<br /> E /5� OHN M.GIAUDRONE P.E.L.S. N IIIIMIII �SIDE SEWER CONECTION DETAILSY
<br /> N•rs' • TYPICAL SEWER TRENCH IN CONFORMANCE WITH PROJECT RECORDS o ra' 25' 50' 75' roo'
<br /> PROVIDED BY SILVER LAKE WATER DISTRICT
<br /> 1.1
<br /> Nor TO s6saLF AND/OR MUKELTEO WATER DISTRICT 5CA LE:1"=50'Mir r7L_J----1____J----1
<br /> SHEET No.
<br /> NORTH
<br /> of 12
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<br /> - •I1500Mer'd'an. �w_ y....._�.
<br /> _ awi n •
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<br /> 9 •i
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