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Home My WebLink AboutzS-0464SetT�- pea -j*j: 9scnol,A rnll" ccs 1-,b 'q' PAM „��,, � .. - -_ -r�� -111 ; � , + +�� t -4— C04 -o-- MV, , 16 106 rz 1p J LJ'1�111 A r1 1 If SCALE 40' 1 ! 0 \ LLI " "I . I '; 1� I it �- / " I \_1 - ---- - I - ti NJ MoeP Zd:V F. OZ MS. C1,00 -7;"b AIM i3. 5,5.. EASEHS�stT - SN:61i Lime: -bA"CrAv" 56,&ma Q,b Ack64a'JT 7to cz*:*aema.1> PkPF-- 0-40 iNc.1-1311F 60• aa <.01koovim 4�A tw ea all, C%=rALjE =C314 V4P6.. NA" 51c7 ] YZ 5 c'-m 1 , jza) '�' " . ''i / tv-3v 67 bib -T.7A tvw�wrv"u vom-wD p4dx Ilep&A- c'r TmE•�C1d (We.) 'e�pu-e DeT&AL- m4eAll"Im" MAINTENANCE ROAD SF A -A ---I- APPROVtD BY OF PL-1-iC. JRE W&03 JOHN R. EWIWG AND ASSOCIATES CrVIL EplHC - LAND SURVEYORS MED By DRAWN SY CHECKED BY WSH /SCIP I CAL I WSH 01 42 7NV. 3 l2 4 SKGi a% IV *0 AIM iE7 HEUTMAKER, MORGAN, PARKER PARKER P.U.D. OFFSITE SAN. SEWER -663 t ISH Comm -EET SANITARY SEWER PLAN VIEW L, r EX. Z9 YL "X {O Y4" _7 EX. Z9 YZ" X 10 •J4" 1/4•' WE'D TO EXIST. CROSS NI EXIST. 19 "X 7 Y2" / �B£AM MEMBER (It PLACES TYP-) 1p,7• r S.S. M.H. -Z. : 9. I- BEAM ]:- BEAM RIM: 54 q R1 R1= 50.L S 0- GON NEGT G J°X 13 CMANKELB EX. DIAGONAL 2-6EAM 0. (MATCH @X. GROUND} 1 `" - I -OEAM / SEX 1$•' O (MATCH EX. GROUNO) -I TO EXIST. xBEAMS GROSS MEMBER 7 ( 0 / X7` /z" INV. a INV. (OUT)-St°.3Z - , CINS =55.GS CII PL. TYP.) a (2 TYP.) N -- NEW -C /° X13 t=�Z7-- ACING VARIES 'i NEW Cfn Xl3 NEW CG'X13 I -BEAM LNV. COUT) =55.55 I CHANNEL CHANNEL -// 1J h d �I - CHANNEL `I = _ _ r= _ - n CHAN EL CLAMP CTYP) .1 .; `: 11 11 II II // II II .11 !t \�\ 11 I� 'i II.. II. - 1l I, _ a•• DIA. D. x. !.' •. •�_ 11 11 _ 1,� 1 I I I .1 : \ \. I 1 11 I I 1 I 9� \ '\ -.. TOP VIEW F33 -Z -BEAM FOR 6RIKNEL 8" HEAVY 0.40 °!a 8•'D.I. 0.40 ° /n 7;.P.RT PITIOKAL w -\o WRO.r . PIPE �° 0.40 nl° CZ PLACES TYP.) USE 1(4,'• WELD _� •0'- I 6X. 29 314" X l0 V4" I• BEAM B" DIP- O.S. CLAMP (SSE DETAIL) I -J NEW C G X19 CHANNEL - (ai 0.40 °1P GR1NKEl 8" HEAVY 4.46 6.C. GWp0Url _ WROUGHT PIPE H" HE AV Y WROUGHT CLAMv CSEE DETAIL) PIPE CLAMP (SEE ❑ - - ,� ., - -. - _ - `kl." WELD TO EXIST. CROSS E ME;ABER 11 PLACES TY ) MEMBELR D (1 1 EPXLISATC. Es Typ. CRH ) '.. , -- t INY. =55.75 MEP/IBF_R (Z PLACES , INV.- Sl°.20 ZNI/ I INV = SS.00 TV?.) 3 /� ®� 1�/9'''�y($ /� p� - a� U T C NORTH END SOUTH END SID�SUP-POR SF-CY- 10N-PORT ._.._.._... ,.. -... -. GENT-ER -- :_S-ECT[.l_N - _.__._ ____.. SIDE...SL/P R 7.._.- ..SE6iT.IQN..... Y4" WELD YO EXIST CR066 pI AGE HEiaM CLAMP NORTH SIDE SIDE VIE SOUTH SIDE MEMBER (11 PLACES TYP) £ PIPE CLAMP 4.4P I - N.T.S. NS. N-T'S- N.TS. i O.G. ^C30 PLACES - TYP. (5 E E DE TAIL - THIS PAGE) // �� GRLNNEL Si MPLEX CHANNEL rWELD NEW CHANNEL To EXIST. NEW G !o X13 CLAMP (SEE DETASI }. CLAMP (SEE DETAIL) CROSS MEMBER (II PLACES TYP. CHANNEL WELD NEW E CHANNEL TO EXl ST. - ., CROSS M €MBER (11 PLACES TYP -) EXIST x_ �zAyyl D NEW EL TO EXIST CROSS WEL N CHANN %O" X 5314" /i/ - 8 "X $" EX :� /WOOD BEAM ! GRINNEL SIMPLEX ' 7 8 J CENTER SUPPORT EX15T. I• BEAM CM AKNEL. LLAMP 0 "X $" `EX. WOOD BEAM / 9'• X EX -. W000. BEAM IO" X 5 514" (SEE , - / /�l NOTEe OETAI L) _ SIDE SUPPORT SIDE : : - -- _ 5UPPORT /�/ ELEVATION. OF P1PH CLAMPS ' -- r T_-BEAM FfS "X l YS - - - _ __ S _ -LAS• X 7V�' v SHALL BE. AD31.35TED TO 'ACWEVE PROPOSEO PIPE 7 EXIST 10 "X5314"- I -BE?.M - ,SLOPE A.T EACH CLAMP- . ',I" WELD.LESS EYE :ROD TO ��. A= 5T EYE 1 E.X \ST, 2931 Y " BE CUT 111. T}i ,F'- FIELD. 1' x f°•• EX WOOD BEAM 4" X to Y4^ I- 1' X b" 1;X Yb %O;OD gCCOR4ING LV - BEAM BEAMt CTYP.) - -I.X 1' E,X WOOD - SF PROBLEMS ARE.. ENCOUKT- - L' X t' EX- WOOD -BRIDGE.- .. - - ®E a to LL_____ ___.. _ .. _... EKED PuR1NG \NSTALLATION; 1' % l' EX. WOOD BEAM O _ 1 SEAM \ r _ _ BEAM ' - OF BEAMLPIPE CLAMPS °N.T.S DUE TO EXISTING 1 ' 0 O - �O _.- O O -_ O_ _ !? _ _ ___r_ -r. __... - BEAM EX:' WOOD. CROSS .MEMBERS OR - _ ! - - --' l' X 3" £X. WOOD BC-AM ' t""'��- r- T'- -I. -'1 ..'O Oi 10 0 . 'O O, 1 O1 to 1 I.. ! I 1 , 1 BRIDGE. SUPPORTS..y CLAMPS I 1 1 1 i 1 i I � (BEAM X. WOOD I II f BORE. THRU EX- ER. ZR Y2" 1C \O ` 14" MAY BE RELOCATED TO 1'X[n WOOD REAM I - BEAM SUIT EX \STING CONDITIONS.. FOR g••OIA :PIPE CUT PORTION l' X EX, 10"'A5514" CRO55 1 - MEMBER WOOOBEAM FOR 8" I 1• WOOD DI �: 'PIPE I/4" WELD EX. GROSS I I HE YC WROUGHT g•' MEMBER I- 4.4G'.O•C. GRINNE L$" I �-EX- 1' OIA. PILING PIPE 0', CLAMP -(SEE KEAVY WROUGHT IJ T�.p- P1PE CLAMP (SEE (' ) DETAIL) cr E777 LJ � �EX. 1• DIA. PI LING CTYP.) CUT NEW CHANNEL �pPn�T■ 9 C {�1■ C {//q��_�yl�q) TO FIT EXIST. sOIA:.ONAL D t CEN�IER__S.ECTIO.N SI CE- _V_U'PR_.S .�3t_N._... NEW C G X13 CROSS MEM SER SIDE SU.PPO.RT S�CTI ®N CHANNEL NOIi'�6IDE Pii ®NT VIE�t 80UTIfi SIDE NITS, N.T.S. N.T.S. CONNECTION TO EXIST. DIAGONAL CROSS MEMBER NT-S. y FJC15T :LNG IO �x _G -7514 ALERAL._UQTES _ _ _...__ . -_- __PIPE.._ SPECIFICATION -S:_ _ 1. ALL WORKMANSHIP AND MATERIALS SHALL BE ?ER 1981 ApWA, 1. SANITARY SEWER SPECIFiCATt0H% AS MOD 1 F1=0 BY THE CITY OF < <ESSCON. GRINN EL_SJMPiEX__LyiANNEL CLAMP WITH WELD- � , CORRECT LOCATIONS AND ELEVATIONS 50 AS TO AVOID DAMAGE LESS EYE NUT CLAMP SIZE. NO. 2 _ I BELL SPIGOT WITH FLEXIBLE RUBBER RING GASKET. 111.1 WELD TO EX. CROSS Tn F.1N6ER ill- "PL/1:CE5 :'.TV P.) - v BRIDGE PROFILE DETAIL) 4. ALL STANDARD5 AND SPECIFICAT%0 -5 SHALL ESE PER C1TV A NEW.. CTi-- C- •fAC EP_CGS_]? _._.. MEMBER SEAM CLAMP - I S. (A.) OFFSITE BENCHMARK, S -W. BOLT ON STREET LIGHT EASE AT CC) POLVETHYLENE FUSION WELD PIPE FOR CURVILINEAR ALIGNMENT. PIPE SHALL BE SDR 3E -5 HIGH DENSITY 13 - -TLBS - PF- ER -, S.E. CORNER OF THE INTERSECTION OF S.E. STH STREET 'AND MAPLE VALLEY HIGHWAY, ELEV. fn1.47 BASED bN :POLYETHYLENE- THE MATER \AL SHALL COMPLY WITlt THE REQUIREMENTS FOR TYP£. $ G 5 P 34 AS TABULATED IN A• � L "_ WELD LE55 EYE:. ROD ,. d N (B) ',ONSITE BENCHMARK, CITV OF RENTON B.M 131b -CH \SLED ❑ ON ,SACK OP SIDEWALK EAST SIDE EXPAKSIO* SOINT \b'± F. 51DE OF SHALL HAVE AN ASTM D-3350 CELL CLAS51FICAT\O11 Or 335434. THE MATERIAL 5H0.LL BE OF. VIRGIN. QUALITY �NE`+I/ G4 X.13 _POWER CRANK EL_ POLE 110. LI9L, N. SIDE ROYAL HILLS DRIVE ELEV.AND 30n.13'AS 6E. LI STED $V THE NATtONAL SANITATION. FOUNDAT\OT} BEING APPROVED FOR POTABLE WATER 4VlCE. THE PIPE SHALL HAY£ A MANUFACTURER'S RE[_. -MM. -.Dr-o HYDROSTATIC DESIGN STRESS RATING OF $00 PSI BASED . ON A MATERIAL WITH A %(,00 DESIGN BASIS DETERMINED IN ACCORDANCE WITH ASTM D ?15 Coq. ALL WORKMAN- - _ .SHIP TESTING PROCEDURES AND MANUFACTURES I\ B•' D•A, O.T. . �0 o.4o n/° NOTE: SUB MITTALLS SHALL BE PER. CITY OF RENTON SPtiGIFi- CATIONS- �A 2 2' 2.4.7x' a-4-w \1- PIPE CON%e TION FOR APPR °" //1�- GRINNEL HEAVV WROUGHT _ #-�� . aX CONTRACTOR SHALL SPECLFV 17.85' l7.85 FT. NOMINAL LAYING y CONTRACTOR SHALL PROYSDE SHOP PIPE CLAMP FOR B" �` DIA. PIPE I a `\ y n DRAWING5 OF PIPE HANGER ASSEMBLY TO EN EER PRIOR GIN FOR REVIEW PRR TO /�' By 00 N.T.S. GON ST RUCTIO N. w -'fir 1- 7/8" PI_PE_.- _HANSiE- 3___DETAI L NTS ALERAL._UQTES _ _ _...__ . -_- __PIPE.._ SPECIFICATION -S:_ _ 1. ALL WORKMANSHIP AND MATERIALS SHALL BE ?ER 1981 ApWA, 1. SANITARY SEWER SPECIFiCATt0H% AS MOD 1 F1=0 BY THE CITY OF < <ESSCON. (A) PVC PIPE FOR CONVENTIONAL STRAIGHT RUN SEWER WITH 2. LOCATIONS OF E745TING UTILITIES ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS' RE.SPONSI $ILITY TO VERIFY THE TnANHOLCS SHALL CONFORM TO ASTM D 3054- SOR 3S,. - PIPE SHALL BE 30HKS- MANVILLE RING -T ITE PVC S£`eV ER CORRECT LOCATIONS AND ELEVATIONS 50 AS TO AVOID DAMAGE PIPE OR .ANY APPROVED+ c -QUAL. PIPE 70tNTS SHALL BE P, aD /OR O15TURBANCE BELL SPIGOT WITH FLEXIBLE RUBBER RING GASKET. - NEW : =- W'10 X3S__ -. I- BEAM - .FOR SUPPORT C2 PLACES T(P) CSEE 3. PIPE BEDDING - APWA CLASS' ®' (B) DUCTILE IRON PIPE SHP_L CONFORM TO ASTM A, 21.51 OR BRIDGE PROFILE DETAIL) 4. ALL STANDARD5 AND SPECIFICAT%0 -5 SHALL ESE PER C1TV AWWA G151 AND SHALL BE CEMENT MCRTOR LINED, MECH- �ANICAL SO1 NT AND SHALL BE CLASS SZ. SPACIMCI VARIES £X. CROSS OF RENTON DEPARTMENT OF PU01_IC WORKS. MEMBER SEAM CLAMP - I S. (A.) OFFSITE BENCHMARK, S -W. BOLT ON STREET LIGHT EASE AT CC) POLVETHYLENE FUSION WELD PIPE FOR CURVILINEAR ALIGNMENT. PIPE SHALL BE SDR 3E -5 HIGH DENSITY (TYP-) S.E. CORNER OF THE INTERSECTION OF S.E. STH STREET 'AND MAPLE VALLEY HIGHWAY, ELEV. fn1.47 BASED bN :POLYETHYLENE- THE MATER \AL SHALL COMPLY WITlt THE REQUIREMENTS FOR TYP£. $ G 5 P 34 AS TABULATED IN ',KING COUNTY B.M, 05H D #Z. - STATE HIGHWAY BRASS CAP. ASTM D- -1240 ANO HAVE THE PPI RE�_OMMEN DED DESIGNATION OF ` PE 3409- ZN ADD' \TtO N, THE MATERIAL (B) ',ONSITE BENCHMARK, CITV OF RENTON B.M 131b -CH \SLED ❑ ON ,SACK OP SIDEWALK EAST SIDE EXPAKSIO* SOINT \b'± F. 51DE OF SHALL HAVE AN ASTM D-3350 CELL CLAS51FICAT\O11 Or 335434. THE MATERIAL 5H0.LL BE OF. VIRGIN. QUALITY �NE`+I/ G4 X.13 _POWER CRANK EL_ POLE 110. LI9L, N. SIDE ROYAL HILLS DRIVE ELEV.AND 30n.13'AS 6E. LI STED $V THE NATtONAL SANITATION. FOUNDAT\OT} BEING APPROVED FOR POTABLE WATER 4VlCE. THE PIPE SHALL HAY£ A MANUFACTURER'S RE[_. -MM. -.Dr-o HYDROSTATIC DESIGN STRESS RATING OF $00 PSI BASED . ON A MATERIAL WITH A %(,00 DESIGN BASIS DETERMINED IN ACCORDANCE WITH ASTM D ?15 Coq. ALL WORKMAN- - .SHIP TESTING PROCEDURES AND MANUFACTURES I\ B•' D•A, O.T. . �0 o.4o n/° SUB MITTALLS SHALL BE PER. CITY OF RENTON SPtiGIFi- CATIONS- �A 2 2' 2.4.7x' a-4-w \1- PIPE CON%e TION FOR APPR °" //1�- M.S. (TYP.) f°.RH' t0 , R5, . aX CONTRACTOR SHALL SPECLFV 17.85' l7.85 FT. NOMINAL LAYING C BETWEEN PIPE CONNECTIONS) LENGTH WHEN ORDEEIKG 3y PIPE __ "GER__ PLACEMENT-DETAIL _ By 00 N.T.S. elf w