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HomeMy WebLinkAboutS-37580100 "It Lo qqlO O qglT A PORTION OF THE SW- 1/4, SE 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY'OF RENTON, WASHINGTON ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED AT MINIMUM SLOPE=2.00%, IE=245.58, 8" TYPICAL. IE=245.75, 6" IN) w0 NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL STANDARD SANITARY SEWER MANHOLES PER STANDARD PLAN #400.1 M,ANHC;A.. TRAMS ANIS '',.j`,iER SEF ST11 PAN 401 AL)j:jSTI, l_NT RIN06 (2" �.':IN,) SEE N,`rE 6 �e! F NOTE S FCCE&TRIC) RUBBF- GASKETED JOINTS IN ACCADANCE WITH ASTM C-443 a F,EPS — POLYPROPYLENE STEPS '6HALL BE INCLUDED CONCRETE RISER BY PIPE NC_ OR APPROVED EQUAL. LADDER -POLYPROPYLENE SMALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE -- `E:' CONCRETE SHELF PRECAST BASE SEC HO OR CAST IN SHELF. {Cf 9 11 E' 48" MH 48 — z" MiN. �.5"kiN y4" MIN. 21.t I.D. 54" MH 54" 8'i MIN. 5.5" MINS 24" MIN. 24" 1.D, 60 MH 6C,{ 8" MIN, 6" MIN_...1.42" MIN. 1 30** LE). STEPS TO BE POLYPROPYLENE SAFETY STEPS 2. STEPS .ARE TO BE IN PLACE BEFORE MANHOLE iY ::?"<rNs ARE INSTALLED. 3, CASTING SMALL BE PER STU FLAN 401, 4, MANHOLE SECTIONS TO BE OF REINFORCEDPa E AST �'CNCRETE A 5. >M . 01"ITS BETWEEN THS .' ONE, R SER RINGS, BRICKS AND t_A ST€NG SHALL BE GROUTED. h. 4-3.jU`aTMENT Of TETE CAS NG TO CIRA k SHALL BE AC-CiMPLISHED W€TH A COMBINATION OF ADJUSTMENT RINGS, WOKS AND MORTAR QNLY. BRICKS STALL BE STAGGERED TO CREATE A RUNNING BOND :OR 1/2 BOND THE USE OF SHIMS IS PROIj€B TED. SAN TARY SEWER MANHOLES SMALL HAVE ALL INTERIOR SURFACES, INCLIUDiNG CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS LikETHANE CC-ATINGj,- WASSER MC—AROSHELD OR APPRF.VEE G EQUAL; COLOR OF COAT<N SHALL BE WI -ITE 8. RUBBER GASKETED JOINTS S? IALL BE IN CONI RMANCF Wi'H ASTM C'-443. 9, CHANNEL HEIGHT SHALL BE A MINIMUM Cl.*- 3/4 OF 7HE ::NSIDE DIAMETER 4F THE LARGEST PIPE, I'll CONNECTIONS TO MANHOLE `HALL BE WADF ;SIN;; GPK ADAPTOR, KOR—N—SEAL BOOTS OR APPkOVED EOUAL. ' I . IN UNIMPROVED AREAS, MANHOLES S ALL EXTEND A f IN:MUN! OF 6" AND A MAXIMUM I'31` 12," hs3Cd%: E:NiSHED GRACE OR MUST HAVE A MIN€I,AUP, l` DIAMETER CONCRETE RINGS POUREiD AT GRADE, IN PAVED AREAS, R WST .LOPE IN AL; DIRFC'T:ONS "C MATCH PAVING.. U PUBLIC WORK 9Tii PUN400.1 l STANDARD SAN#TARY MANHOLE --------DEPARTMENT _ ::........ � N. SEPTEMBER 2011 CALL 81 1 BEFORL--YOU SIG! OFFE ENC-INEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. ABANDON EXISTING SIDE SEWER W AT R W ' .INE PER CITY STANDARDS O� o L,� I rL z Q �,� �,� MIN. FF=249.00 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 LLJ I MIN. Fr=/ -z)3.00 > V) Q GJ MIN. FF=238.00 MI'N. FF=242.0000 U I _, + O + C6 Ld U N CN•'. Z r� (00 V) — " w w ww + + c~n w M[N. FF=254..00 r� W. CN N . (n Q Q V) w w S®S 197 F., "' (PIC) S =8 56 : 00, y l .� ..: .. ,. .n2r,:.. ..,,... :,...,., .....;.fin �,. ....... ,,........ r.......,, i, .. a,./„ i :. ..... .... .:.,,: .el•� F-�.% ,mi .Yb %n °Tit:t, ,F.�.,.. n. ... 1 .. EX. MH RIM=235.86 IE=226.16, 8" EX.) IE=226.26, 8" N[W) 40LF., 8" (PVC) SS©S=5.907 / SSMH #!, STD. MH -48" STA. 10+40.0, 2.5' RT. RIM=236.26 IE=228.72, 8" IN) IE=228.62, 8" OUT) 260 255 250 245 O w o z w O �I Z uj > U � Qg� U a - Z O Li In U z w cn Y I w rY Y 17P UJ RE -CONNECT EXISTING SIDE SEWER TO S01MM tfUfiO NEW SEWER MAIN STA. 0+63 IE=235.50, 6" INSTALL SIDE SEWER W/IN 12" D.I. SLEEVE UNDER ROCKERY DRAWING S-01440 FOR WIDTH OF ROCKERY TO BE ABANDONED AFTER NEW SEWER IS ACCEPTED BY CITY OF RENTON II JI _ II II . II II 230 4p1,F • , 8 0�0 @S,5.9 I I SSMC-, #1, STD. MH -48" I„ RIM=236.26 L T- ' EX. MH IE=228.72, 8"�IN) 225 RIM -235.86 IE=228.62, 8",OUT) 10+00 IE=226.16, 8" EX.) IE=226.26, 8" NEW) (t� L. 1000000 *a - 0 T ° ° ° r ° • ° 2 ° ° • ° ° ° ° ° 27460 0 0 ° 0,4F°oc� STE;�°°-,� S��4NAL ° �'� 04/25/2015 NO. F_ w F_ Cn NE 13th STREET Lu 375801 11+00 I -- SSI�TE �� SURVEY&MAPPING SCALE DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY SATE AP P R APPS: SCALE A`C0R0QM Y VE MCAS NAVD 19M HORIZONTAL• NAD 1983/1991 DATUM j:- CITY C -- OR RENT -ON Planning/Building/Public War -Ks Dept. ll) H 0 J SSMH jL2 51'D. MH -48" STA. 12+37.0, 2.5' RT. RIM=252.82 { IE=245.58, 8" OUT) IE=245.75, 6" IN) 255 ( I MIN. FF=257.00 STA. 0+00 IF=252.0, 6" UTILITY CONFLICT NOTE: PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS IT' IAN 1 FOOT. GRAPHIC SCALL' 0 10 20 40 1 inch = 20 lee— RECOMMENDED eiRECOMMENDED FORy .AIS;-DROVAL By Date; .LL. B _..�-- . Date; �•u, •Zpi B y ` - _ ______ D a € By; Date: DAR SHELDEN SHORT PLAT 20 SCOTT DO NOG H DOMES, INC. FIELD�OK �__ k PAGE: --A SEWER PLAN & PROFILE 1318 KENNEWICK AVENUE NE SHEET: 9 ')F:18 - € i 3 D C �Z { rnC C T w0 73 m- u R' z R z rn cn 0 D