Loading...
HomeMy WebLinkAboutS-340703W a Z U W 'o a I-- I RECOMMENDED FOR APPROVAL N I r 30' BY: DATE: W E ° N BY: DATE: , CL ° N BY: DATE: a ,T 0- 26' INGRESS /EGRESS W ° BY: DATE: S & UTILITY EASEMENT CP PER THIS SHORT PLAT if cjs PV \ \ \ PT 032305 -9246 ¢� n n T © S87 °50'13'E 20 INGRESS %EGRESS \ � t 30.04' ' - 342.95' (CALC'D.) 343± (DEED) ( & UTILITY EASEMENT w l- 67.6 _ PER THIS SHORT PLAT + 112 ASPHALT' - --t- _ W _ 11 +00 12 +�PHgL _ 50.06' I �� 1 FLOWUNE STA 13+23.09 co W TOP OF 2X4 - -- - 13 +- P OF 2X4 Sanitary Sewer Notes and Specifications o 1 426.19 Q I o , =440.f3 1. M work materials and be k canfamawe r0h the standards and speoifica{Im of the City of Renton U@Ity Department and the latest edition of the 1500T /ANA standards and spa�fiw ma S ° TOP OF 4 EL = 426.83 W O ° : ©la E= 419.83 t� 2 Au ansmancoi shat be h acaNa oe with 'Sla and Speo ficalim for lbunlapm Nblk"Cawhucsm' prepared! by Washington Slate captor homhon Pudb Woks Axwcktlan, latest esson (M) and aty d Renton Stmdad SpedflaUana o ° # 13 ° 2 U JOP OF 2X4 � m I Cry ( © TOP OF 2X4 LOT 5 3.41 locations of edstng unities dam are WMo�ate and R d d be the contrm a's fesponfibley to veRy the he and co ect location an as to amid darts a 0 \o ro EL. =427.42 ° ti I f U TOP OF 2X4 r EL.= 430.45 I ELI-432.61 o° 5000± SO, FT. ° p 4. contractor 4 eddy Womble for the meow, methds ad seguenas of wnn ucitm and for the mfely of rakes and offers an the canshadon ds S It shat be the responsibility of the contractor to dick street use and my other related to my mmWetion. hI co LO W I� Z IIca Q 1 ( 1 I o 032305 -9089 \ \ °o rya I I 1 W pmmits parr 6. Mans paved by the City of Rental, PoNk Woks Department shall take prededenw ova d other plane. 7. A copy of these opposed plan mud be an the lab site rhmewr constmctim Is to progress p Z o 5' AN SCAPE D 1, FF =438 O 8 The canhac1a shat candles the aly of Renlan with an ce-bu8 hang of the �itey acne son, rhlch has base stooped and signed by a &msed pro /maawl mgha a Innocent pro eeakpd w royx. p 2 ASEM N7 EE Q ? LOT LOT 4 ° 9. Will anal be placed WAY an both olden of &e plaa k byes rDh a lama orange cloth of 6Inches, mahnum cloth of 8 Inchn, thawgWy lannpleg each lays to / c[ U I LOT 1 r L 0 T 2 I 0 7371± SF W :� 7371 ± SF W /ESMT) w 50601 6252± SF W ESMT (/ ) r d., on 95 percent of madmen density. These compacted lot= mud attend for me pipe handor an seen ads of the pipe a to the side of the bend. Model to mods the fall am plan ddl be the cone m described o 6760± SF W ESMT (/ ) 2 /ESMT 5037± S ) 0 /ESMT) n o SF WO /ESMT) 0 5000± SF (WO /ESMT �° �°� 0.Open mf coal aosaigs for u 9 y hen hen m e Mkg faded roadray half be hadflled dU mashed ark aM medm oil mmpoded Cuts Ma the adding osphdt chat be nmtlhe at Nth car be a contkum Inc. A term paay and patch mud be placed tmmdk ell aRor beaten and cal pa lion. A permanent Aat con palm 0 5000± SF (WO /ESMT I 10' DRAINAGE ESMT chatbe paced ddhn 10 atop and chdbe pa artyatRen an anent stmdm& r0 I J \ q. \ \ 11. Datum deli be arty of Renton. 198B and an 12 AB databed seas shat he scandal and mulched or atherrke dah9hed to the satisfaction of the Doahnml for the of err -sine awion oRor the wlnplelbn 4 z TOP OF 2X4 prerantlon TOP OF ;X4 �a�� ambud 5 EL =429.9$ 11 AM Standard Spedfimtlms appurtenances for Rend ad & construction. Win "I iuWda lowleg the hatch bodftan the to d DietInu W �I 67.68' EL. =42 .5 73.8'' TOP OF 2X4 n y of a doUm mdeid' m a pkcemenl and w pant ra m 2 - - 10' DR 1NAGE ES EL. =435.36 grace so that Dn entire length of the lace dlbeappMofonaua amy akaa anything bona Mpe beddbg chatbelase god repBd beongnd belol, to be a°V 73. B" 62.55' 50.06' p1pe. s kWces mow and boor the plas 14. Sanitary soma plae shat be payday ddaWs (PM) mbea gasketed ASIY 0 30K SDR A a dacae Ban aria 50. NP OF PENT 13 EL- 427.29 ak14 7 6' WOOD FENCE 15 In unkgroed seas, manhde to edmd mkYnum 6 halm and mmdmem 12 Inches drove firmed gale, la pored am, weer most slope n d directions to match pafg EL. =426.80 qyn 10 TRACT "A" ' \` 46' 8" PVC @ 0.4 % - �/ yp�/ EC a YAULT CEILING TOP OF WW EL = 427.16 DRAINAGE 7279± SQ. FT. o 8079007777 ° \ 8079000480 x� 74 k NE 23RD T 1 02' EL= 423.40 I o EXISTING RIM EL= 424.15 W. INV. EL= 417.65 _ - VAULT WALLS AND "' - - CEILING 8' THICK N87 °41'43 "W 2000 - - \ o N C W INV. (12° PVC) EL _ ° ! su S. INV. =414.29 (8" D.I.P.) EL.= 414.20 (8" PVC) RIM = 424.38 ° Fnj Q��O� 48 \ /36 �O D SEPTIC REMOVAL NOTE: ASBUILT SEWER PLAN EXISTING SEPTIC SYSTEMS SHALL BE ABANDONED IN ACCORDANCE WITH 1' =20' KING COUNTY HEALTH DEPARTMENT PRIOR TO RECORDING. 4s0 m wa N W. 440 O oNU YJ N o i CZ +°+ 11w o U F . . . . . . . . . . . . . . . .- - .. . . RGPGSED . . . . WATER 430 ....... ....... ..... .. ...... ... ... ... ... ...... ........ w.... ... y W., ... ... EX... .....3 Jj ....... ..... .. ... ... ... ..., ...... : -. ., ..... ... ...... _ STA 100 +3 6' LT .,.... I. ....GRADE. .... 9 .... . GR D E ........E SSMH..... = ...... ... rEX b ATER...... N11 SSMH RIM =424.46 B' PVC S. ......... ____ ........ . ________ STA 101 +32 6 LT ... ...... ... .. ., .... ....... ....... .. WATER .... ... .,... ... PROF STORM 420 .... �55 44.3(8 2DIPW W). ..... e, PVC GU TO N. .. Me SSMH ....... ..... ... .... STA 12 +54 2' RT .. ...... IE ......... 414,2(8' PVC ... ) ...0.... .... ..... iE. 414,76 ... ... AT CENTER OF ... CHANNEL ...... RIM= 423.72 ..,, ..... 1+ A. p. 6T SS STUB .. .. ... . .. RIMS426.96. .. ..... ....... ...... ......... .... ...... .. ....... .... g ... .. j 6 0+ STUB 2 60 .... 6 PVC @, 2% ..... .. .33. .1 .... ... ...... ........ 6' PVC E, AN . S.E. .. . .... .. ..46' .. .... .... .... .. B' PVC @ 0.4% 100' 8' PVC 8' PVC OUT W ......... ......... .... .... ...... ......... ......... ......... ......... ......... ......... ......... .....,... ........ ........ ......... ........ ....... ...... ....... ....... ....... ....... ..... _ I:E 42063 'AT CENTER ❑P C .... NN L: ....... ... 410 30 +00 11 +00 12 +00 13 +00 ASBUILT SEWER PROFILE S=340703 g, KRUf� 1 " =20' H, 1 " =10' v Cramer Northwest Inc. JQyDEWASy�cP,v ENGINEERS, SURVEYORS & PLANNERS a=°" CN savE T " =20' °° °°' �a CITY OF mE NAZARIAN SHORT PLAT 5/27/10 FOR MOUNTAIN PACIFIC BANK 3fi0t9 R E N TO N 945 N. CENTRAL, STE. #104, KENT, WA 98032 a ,FR /STEW �� /OVAL E' °P""" CSx aEmaa:SX ane �������______�� �_� DATUM cj (253)852-4880 local or 1- 800 251 -0188 toll free ) (253)852-4955 fox srm1�I Planning /Building /Public Works Dept. ASBUILT SEWER PLAN /PROFILE E -MAIL: cni ®cramernw.com 5 =Z % /�% N0. REVISION BY DATE APPR IF c WE IIKN �ACE0PD11A`'` $xssr. a:s 5 06 ,'s -34C) o-S P1 JE