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Home My WebLink AboutS-046503SAN. SEW. MH N0.1 RIM EL.s 3915: I. E. - 32Z? -8" 04 I.E. =31,97.8 OUT FINN. FLR ELr 40.3 APPROX. FIN. GRADE ..� - P. - SAN. SEW. MH M0. 2 RIM EL;:39.5 t I.E. =33.17 -8" PROFILE I ".TM I�m20(H) THE GEOTECHNICAL REPORT, AND RECOMMENDATIONS CONTAINED THEREIN, PREPARED BY EARTH CONSULTANTS, INC., DATED 11 -5 -87, ARE TO BE CONSIDERED PART OF THE SPECIFICATIONS.FOR THIS PROJECT DUE TO THE SENSITIVE NATURE OF-THE UNDERLYING SOILS CONDITIONS ON THE SITE. ALL ITEMS OUTLINED IN THE.GEOTECHNICAL REPORT SHALL BE NONITORED.& othrer uttliiias tea i+neF+ro the vocassa lace for the extenalon or mlow- 133 ,K TESTED BY EARTH CONSULTANTS, INC., TO VERIFY' I COMPLIANCE WITH THE RECOMMENDATION CONTAINED lion of L1sir ottt ve utilities. It .l be the rontractor's reWnsi- I.E.34.80- bility to owditate these activities during construction. i X�' THEREIN 17. The side sewer "stations"` shown ca the plans are dimensioned from the down- i ' °0 stream rondo%. I8. All aanholes shall be in acaordame with City of Renton standards, with solid l V4SC rx61Ti11PPING TEE L INST SURF. CA. I round looking Aids marked "sorer "." LE. .43 -"1SZ IeDJ.P. I. E.' 35.7 - +- 19. Tor' inmectioa of bath Existing and newly Installed sewer lines shall be made antl pnarided to the City. It is suggested that TV "nsipection of an existing saw r liar be made prior to ranstr igzWn. 1 ) 20. Cut sheets and as -3uilt drawings shall be Frovided to the City. ! ' 21 A 151 uift saner easaau; as shown on the drawings s:iall be 40 __ 38 _ 34 32 A PORTION OF TH&' SW 1/4, OF THE SE 1/4 OF SEC. 29, TWP 24 N., FGE. 6 E.,W.M. KING .COUNTY, WASHINGTON NOTE: ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS DRAWING IS FROM A SURVEY PERFORMED ,:, - a - -• •sE• rssT BY BARGHAUSEN CONSULTIMG ENGINEERS INC. DATED JUNE 14, 1986. (THEIR JOB NO. 2097) 50TH s.' r BASIS OF BEARING 1 'I= isTF1 ST WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE. S4 61" ECT- i BENCHMARK DATUM f rte, t E WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. 1 LuTM c i�l tic= 41' _ 1613o (J 30 SARMPY S8AR VrES ems! 1. All ban.'Ary sewer Materials and construction shall be in accordance with the City of Reaton staad:rrd apeciflcations and details and the APWA Standards and / Specificatio:as (latest dittorm). se ": f 2. Clean -outs stall be to accordance with the City of Renton Sewer Standard detail. 38 3. All PVC pipe and fxttitrgs shall Meet extra strex.pth minimum of SDR -3S of 0* N98TH requirements of &IN specifications D-3034-73 anil in" be . F' 2 4 S ETN . 5. Manimma slope for all r side saters stall be 2.0% - I, E. All side sneers shall be capped with a watertight pYug. and shall be narked 36 j - -- � - -_== for locati ;_ shade a 2"idi" state. painted white, and marked with the word "sewer" 'tXr: with dept*, maUft otherwifx approed by the engineer. A E8114 -• 7. $eddlK for- all = sewer pipe 7 tall be too ov", 6'owr enA ands pier. aI 8. All tv dall & asupmed to .City of Renton standards War to testing ENE }FINS ; sftw lieu %W 6000pumm. 34 9. Side loom stall to lested for aomptanoe at tie same time "Ie vain sewer. is - -- � -- tested tf,r aamptunme. I 10. ek eomtcrlm to misting condoles or sower- lines shall be sealed off until THAT-PORTION OF TRACTS 183 ANQ 184 OF C.D. HILLMAN'S upstream is aempleeed.. tested. clwvaaed and acompted. All construct- LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY ion debris sed vaber shall be moved prior to opening the seal. OF SEATTLE, DIVISION, NO; 3, ACCORDING TO THE PLAT tit. The contraclar shall verify U* lopmtimri and dimensions of all existing util- THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 81, IN sties and impmmisaix prier to construction wrwther sham on these plans or - rot. The existaaoe WA appreximmtx locations of these structures and utilities An Ne�CSrovF 6�e inTm�.".nv ` y " un COH- were 40tM0011d by 91110:•'111119 awasAable public docameats, and the actual lout- L iron may vary 'tam that snomm. Time engineer does cot warrant that all existing TON UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER ut°'rtties levee been siowa. It stall be the contrat-tor's responsibility ti. 613780, INCLUDING THAT PORTION OF COUNTY ROAD VACATED ratify the apoxpr'iaft ailities ir. rolved rrior to construction activities. j 12. The contractor stall a4$aat all manhole rims to be flush with final finished `-EX. SM.SEWMhi. grades i'r*-'• ' re, p RIM EL. *63)8 13. Location of side soars stain are at*raximate only and may be rnanged as r+eq- Lit.= 31.58 aired during mxwactraFOtion OPM at.Awrizattlon of the engineer or City. The con- tractor s*a14 mMfy the aanginear adrem exact lcntioru are d!t+ermmiand. 14. The contracur shell uolaault a mhnimmee of la fwrt sparatton horizontally and 3 Iket vertimally bebwrer 02 sawn and mater 14aas. Any conflicts steal! %3TE: SHALL be reportmiI tw Me CI1y 0 wanton sad CM engineer prior to constrmtioc.. 13. It shall be him °s mipainstbility to snswro ti'. ±t me ConnIcs ". exist ii"CHANICALSHO 70 L.;= -6 "DQI.P. -7 between samit sewer and proposed or existing stone 4,,visas priaa• to =struction. 16. It shall be the asartmCtor• "s ralasibllt to notify he telephone. s �tr1Xtion 25 45 S =OA: .____.. Power and cable TV CONI10 vies for to activities w that these t E. SAN. SEW. MH N0.1 RIM EL.s 3915: I. E. - 32Z? -8" 04 I.E. =31,97.8 OUT FINN. FLR ELr 40.3 APPROX. FIN. GRADE ..� - P. - SAN. SEW. MH M0. 2 RIM EL;:39.5 t I.E. =33.17 -8" PROFILE I ".TM I�m20(H) THE GEOTECHNICAL REPORT, AND RECOMMENDATIONS CONTAINED THEREIN, PREPARED BY EARTH CONSULTANTS, INC., DATED 11 -5 -87, ARE TO BE CONSIDERED PART OF THE SPECIFICATIONS.FOR THIS PROJECT DUE TO THE SENSITIVE NATURE OF-THE UNDERLYING SOILS CONDITIONS ON THE SITE. ALL ITEMS OUTLINED IN THE.GEOTECHNICAL REPORT SHALL BE NONITORED.& othrer uttliiias tea i+neF+ro the vocassa lace for the extenalon or mlow- 133 ,K TESTED BY EARTH CONSULTANTS, INC., TO VERIFY' I COMPLIANCE WITH THE RECOMMENDATION CONTAINED lion of L1sir ottt ve utilities. It .l be the rontractor's reWnsi- I.E.34.80- bility to owditate these activities during construction. i X�' THEREIN 17. The side sewer "stations"` shown ca the plans are dimensioned from the down- i ' °0 stream rondo%. I8. All aanholes shall be in acaordame with City of Renton standards, with solid l V4SC rx61Ti11PPING TEE L INST SURF. CA. I round looking Aids marked "sorer "." LE. .43 -"1SZ IeDJ.P. I. E.' 35.7 - +- 19. Tor' inmectioa of bath Existing and newly Installed sewer lines shall be made antl pnarided to the City. It is suggested that TV "nsipection of an existing saw r liar be made prior to ranstr igzWn. 1 ) 20. Cut sheets and as -3uilt drawings shall be Frovided to the City. ! ' 21 A 151 uift saner easaau; as shown on the drawings s:iall be 40 __ 38 _ 34 32 A PORTION OF TH&' SW 1/4, OF THE SE 1/4 OF SEC. 29, TWP 24 N., FGE. 6 E.,W.M. KING .COUNTY, WASHINGTON NOTE: ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS DRAWING IS FROM A SURVEY PERFORMED ,:, - a - -• •sE• rssT BY BARGHAUSEN CONSULTIMG ENGINEERS INC. DATED JUNE 14, 1986. (THEIR JOB NO. 2097) 50TH s.' r BASIS OF BEARING 1 'I= isTF1 ST WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE. S4 61" ECT- i BENCHMARK DATUM f rte, t E WASHINGTON STATE DEPARTMENT OF TRANSPORTATION. 1 LuTM c i�l tic= 41' _ 1613o (J NWNA• z ems! ST cl. se ": f t N98TH s Tt 2 4 S ETN A - I, �f% ' ]iTH 'tXr: s 'LL? _IT 9 :� A E8114 -• a ST shl - -1_. -1 _... ENE }FINS ; V =" i HP4•r � to ol:" VICINITY MAP LEGAL DESCRIPTION THAT-PORTION OF TRACTS 183 ANQ 184 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEATTLE, DIVISION, NO; 3, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 81, IN KIN i G COUNTY,. LYING EASTERLY, SOUTHERLY Y �r=.a.•rr. � AS An Ne�CSrovF 6�e inTm�.".nv ` y " un COH- DEMNEO FOR HIGHWAY. PURPOSES BY THE STATE OF WASHING- TON UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 613780, INCLUDING THAT PORTION OF COUNTY ROAD VACATED I BY ORDINANCE NO. 2111 OF'THE CITY OF RENTON. -I provided to ore city. ! 22. All testewraat�effllent shall pass through a min. 750 gallon S9 ! a \ grease trap War to entering the saver lime. PR POSED STORM DP.AIN:I, I! -- 5 FIN. FLR. EL.= 42.0 I 111 201 ' j I I L S! t WATER LINE I I P � i 1 iNST. SURF. C.O. AT BLDG. j ( !HST. SURF. C.O. • \� I.E. =34.97 - 6" EX.SAN. SEW MH � RiM� � F�lmM. FLR. EL.= 40.2 Lti EX. (S T. LE: 36.42 -le \ LE: 34.41 -6 - - It l \\ NOTE: 6" D.I.P. SHALL C014SIST OF TWO(Z�- SAN, SEW, MN. N0.1 SAN. SEW. M.H. No. 2 �� SECTIONS WMECHANICAL JOINT CON RIM EL, =39:5 a RIM EL.= 39.5 t �' I £X. 112" AN. SEW' I.E. = 32.07 -9 "IN I.E.= 33.17 - 8" �• INST. 12 "l, 6" TAPPING TEE $1 LH. = 31. 10 r / �p- 10 L.F. -6 D.I. P. (S =0.10) w /SURF C.O. I.E.= 32.84) //4-90L.Q "PVC \ i - O� � DIP SzQIO ho sariSEw. EsMT 1 -� --1 I r 110 L.F. 8 "QLP S =0.01011. I.E. = 33.45 -6 9 NOTE: SEWER SHALL BE INSTALLED IN STRICT COMPLIANCE w /GEOiECHNICAL CONSULT- Ilk �- 39 L.F. - 8 "D.I.P. ANTS RECOMMENDATIONS. 1 S =0.010'/. P��E G78p� NO OPEN UTS OF NE 43RD. ST. 1 ARE FERMITTED AFTER STREET I OONSTRUCTION ISOOMPL &- -- NOTE: PROPOSED SEWER LINE SHALL BE PILE SUPPORTED AND MANHOLES SHALL BE UNDERLAYED w/ TENSAR N. E. 43RD. ST. Se SS -1 GEOGRID IN ACCORDANCE WITH THE GEOTECH- \ NICAL REPORT RECOMMENDATIONS, 465 4 RIM EL. r� 36.08W MH j 1i CORE D LL.MJi. FOR PLAN APPROVED BY R r1 SD-65 NEW cow*rnON. ITY OF RENTON PI! WORKS DIRECTOR Ct7NTR SHALL VER. EX. I.E. i' = 20 SHEET A OF PRIOR TO CONST. 2 REV. Ii -4 -87 ALL SAN. SEW PLAN PER OWNER INSTRUCTIONS, Q REV, I0-24-87 PER CITY REViEIh' JOB Na 87 -015 SANITARY SEWER FLAN 81 PROFILE pRZPARED BY: N I °- O EXIT s1 l ' ` ' aE RENTON WASH. 776 IDYLWOOD >aRME B%w 1SSAGUAH, WA. 88027 ( 206 ) 392 1471