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HomeMy WebLinkAboutzS-3407Setll! zz U W o' a_ f- W E I a. EM 1 S I 26' INGRESS /EGRESS - -- [ --Z'1 �� & UTILITY Eq STA 1g2g +p 5 2' RT 032305 -9246 DTLJ 1/10 1 26 ' 8" PVC @ 2% RIM -428.62 2o�(NGRESS /t RESS RECOMMENDED FOR APPROVAL DALE: 1. ZCJ6 u BY: DATE: ' BY- DATE: BY: DATE: IE= 420.27 & U ITY EASE ENT 738+ PER SHORT PLAT I 12 +00 50.06' l .4 _ I 13 +00_. STA 13 +23. 9 Sanitary Sewer Notes and Specifications d24 @ 2� MiN�TYP I o° 68' ° PVC @ 0% I =427. �7 1. AIIS�mmd� ill be in (nonce vb the stonderd, and specification d the city of Renton UNdy Oeparment mM the latest M6 m of the ISIDT /,1PWA v 4J L 2 NI caahucUan shed be in -ft. dth'Stadmd Miff moms for Nun Do Pudic Wm"Caratudim' prepared by fttIgtm State chepte Mierkm Pu* o° IE= 417.79 I m o IE= 419.8 IE� 420.53 LOT 5 " AssocIft, Ideal ee'm" (APWA) and fly of Renton standard ape kdkn LOT Z I 3. Al locations of oKq Abe, sham are eppotinale and t shill be the =brwWs r�ensbTCy to nerdy the he and mrect location so as to a" dmmge a 1 7371 ± SF ((W ,, T) Z I W o° 5000± SO, FT. ° 4. contractor n eddy responsible for the meets, methods and xqumms of mshudm and for Me mfety of wakes and others an the conemectim site. Fy 5037± SF (biy0/ESMT) Lu ! v ` o 0 0° 5 It shag be the responsibility of the contractor to obtain sheet use and my other related permb ptia to my consWdim J I Q 032305 -9089 FF =426 O I I flans apprmtd by the aSty of Rentah Pudic We& Department shd talk precedence one al other plane o FF =430 I ,y spy of these rpporad plans oust hem the job sae whmmvr mmhalction I a pmgr . The gtntraeta shad prmi� the city of Realm with a ae-bufl droving of the Way enter syuten, which has been stamped and sated by a licmxd prelesdmd LOT z I FF 438 O egneer a licensed Professional sureeya. 5p A Buddll did be placed equally m beth sides of the ppe n layers nth a lam mop depth of 6 inches, maxiwm depth of 8 odes, thoroughly tannphg meth * to W J LOT 6 2± SF e5 Decent of madman den� l Oex compacted layers must eddW for me ppe dalnelc an emb side of the ppe a to the sae of the trade Material to complete, ! 7371 ± SF W /fSMT) (W SMT) eF the 1M ma p'qe shed be the some as dmbed. FF =425 y o 5060± SF WO/ESMT) \ 0 500 > SF (WO /A MT �O 10.Opm ad mad =a" fa a" Inch on oatng haMed roadway shd be bosM w h mashed code and mahmlcdly compacted Outs Into the edsting \ aspha t shd be nm W cat with sm n a canti ums the A tempmsy ma patch mud be placed' Immediately . aft baddil and mpmtln. A pemmml hot mix padeh y J eq shed be t aced r tl n 10 doyo ad heal be Per Gly of Rmlm ca n t standdds may, 11. Datum Ad be city of Renton, 1988 M1VD. rb0 \ \ I 12 A8 dshubed areas deb be se deal and mashed or otherix slabbed to to sall&tfm of the Department fa the pneentim of on-dl asian after the completion ! of mmhuatmn. 11 d ppe and eppatmances did be Idd an a Ismaly Prepared foundation In ouadmm with Sectmn 7 of sir cunent stale of Wadhmgtan Standard Spedfea0om la _73.8' - _ \ \ Road and fridge CaeWcBan. We shill hxtude necesvy Wing of the bad bodmn ar the tap of the bavh�fmn materiel, as wd m placement and mnpatim of rep6M beddwg material, to mifam Wade m that the entire length of the ppe v8 be supported an o Warmly dam, unfolding base Ppe bedding shag be pen gmed 6 Ind. 185.15, - 78.8' 62. 5' 4..s s�a �� be \ -� 50.06' dal' Pte Edo es 1. chloride (PVC) Inbber and ASIM D lathe SIR 15, a ed Toion dam SQ 15. n uimpoeN seas, madder toedmd mnbnan 6 ndhen and mmdhem 12 6Nhee done Pobed grade n paevd area, cone must slope n dtdrmtans to maW r PaM4 t IE= 414.47 (SW) ) I ° \ IE= 414.57 N) 46' 8' PVC @ 0.4% ' NE 23RD T RIM= 424.38 LEW' o° RIM EL.= 424.15 W. INV. EL.= 417.65 (12" PVC) .W. INV. EL.= 414.29 (8" D.I.P.) I -: RIB S. INV. EL.= 414.20 (8" PVC) N.! 450 440 430 420 410 1 _ 8079007777 � DRAINAGE 7279± SQ. FT. SEMENT PER THIS SHORT PLAT \ \ SITE BENCHMARK: k SET R.R. SPIKE IN U77LITY POLE EL= 423.22 U.S. FEET \\ \ S � � G Q i w� 3. I lam] 67.58 - STA 101 +32, 6' LT NEW S$MH V DIL 1(10 ; o I l f '�� RIM= RADE IE= 414.97 S �E� . I �'+ IE= 415.07 i j 4 qw to of wl f { o IE= 416.41 .< Io ° +i .1 100' 8" PVC @ 0.4% I � b� FF =424.5 4MSCAPE ii LOT s I I 67601 SF (WW/E J/ 50001 SF (W% STA 100 +32, 6' LT NEW S MH I DTL 10 RIM = 444424 4 f I I I C STA 1g2g +p 5 2' RT 032305 -9246 DTLJ 1/10 1 26 ' 8" PVC @ 2% RIM -428.62 2o�(NGRESS /t RESS RECOMMENDED FOR APPROVAL DALE: 1. ZCJ6 u BY: DATE: ' BY- DATE: BY: DATE: IE= 420.27 & U ITY EASE ENT 738+ PER SHORT PLAT I 12 +00 50.06' l .4 _ I 13 +00_. STA 13 +23. 9 Sanitary Sewer Notes and Specifications d24 @ 2� MiN�TYP I o° 68' ° PVC @ 0% I =427. �7 1. AIIS�mmd� ill be in (nonce vb the stonderd, and specification d the city of Renton UNdy Oeparment mM the latest M6 m of the ISIDT /,1PWA v 4J L 2 NI caahucUan shed be in -ft. dth'Stadmd Miff moms for Nun Do Pudic Wm"Caratudim' prepared by fttIgtm State chepte Mierkm Pu* o° IE= 417.79 I m o IE= 419.8 IE� 420.53 LOT 5 " AssocIft, Ideal ee'm" (APWA) and fly of Renton standard ape kdkn LOT Z I 3. Al locations of oKq Abe, sham are eppotinale and t shill be the =brwWs r�ensbTCy to nerdy the he and mrect location so as to a" dmmge a 1 7371 ± SF ((W ,, T) Z I W o° 5000± SO, FT. ° 4. contractor n eddy responsible for the meets, methods and xqumms of mshudm and for Me mfety of wakes and others an the conemectim site. Fy 5037± SF (biy0/ESMT) Lu ! v ` o 0 0° 5 It shag be the responsibility of the contractor to obtain sheet use and my other related permb ptia to my consWdim J I Q 032305 -9089 FF =426 O I I flans apprmtd by the aSty of Rentah Pudic We& Department shd talk precedence one al other plane o FF =430 I ,y spy of these rpporad plans oust hem the job sae whmmvr mmhalction I a pmgr . The gtntraeta shad prmi� the city of Realm with a ae-bufl droving of the Way enter syuten, which has been stamped and sated by a licmxd prelesdmd LOT z I FF 438 O egneer a licensed Professional sureeya. 5p A Buddll did be placed equally m beth sides of the ppe n layers nth a lam mop depth of 6 inches, maxiwm depth of 8 odes, thoroughly tannphg meth * to W J LOT 6 2± SF e5 Decent of madman den� l Oex compacted layers must eddW for me ppe dalnelc an emb side of the ppe a to the sae of the trade Material to complete, ! 7371 ± SF W /fSMT) (W SMT) eF the 1M ma p'qe shed be the some as dmbed. FF =425 y o 5060± SF WO/ESMT) \ 0 500 > SF (WO /A MT �O 10.Opm ad mad =a" fa a" Inch on oatng haMed roadway shd be bosM w h mashed code and mahmlcdly compacted Outs Into the edsting \ aspha t shd be nm W cat with sm n a canti ums the A tempmsy ma patch mud be placed' Immediately . aft baddil and mpmtln. A pemmml hot mix padeh y J eq shed be t aced r tl n 10 doyo ad heal be Per Gly of Rmlm ca n t standdds may, 11. Datum Ad be city of Renton, 1988 M1VD. rb0 \ \ I 12 A8 dshubed areas deb be se deal and mashed or otherix slabbed to to sall&tfm of the Department fa the pneentim of on-dl asian after the completion ! of mmhuatmn. 11 d ppe and eppatmances did be Idd an a Ismaly Prepared foundation In ouadmm with Sectmn 7 of sir cunent stale of Wadhmgtan Standard Spedfea0om la _73.8' - _ \ \ Road and fridge CaeWcBan. We shill hxtude necesvy Wing of the bad bodmn ar the tap of the bavh�fmn materiel, as wd m placement and mnpatim of rep6M beddwg material, to mifam Wade m that the entire length of the ppe v8 be supported an o Warmly dam, unfolding base Ppe bedding shag be pen gmed 6 Ind. 185.15, - 78.8' 62. 5' 4..s s�a �� be \ -� 50.06' dal' Pte Edo es 1. chloride (PVC) Inbber and ASIM D lathe SIR 15, a ed Toion dam SQ 15. n uimpoeN seas, madder toedmd mnbnan 6 ndhen and mmdhem 12 6Nhee done Pobed grade n paevd area, cone must slope n dtdrmtans to maW r PaM4 t IE= 414.47 (SW) ) I ° \ IE= 414.57 N) 46' 8' PVC @ 0.4% ' NE 23RD T RIM= 424.38 LEW' o° RIM EL.= 424.15 W. INV. EL.= 417.65 (12" PVC) .W. INV. EL.= 414.29 (8" D.I.P.) I -: RIB S. INV. EL.= 414.20 (8" PVC) N.! 450 440 430 420 410 1 _ 8079007777 � DRAINAGE 7279± SQ. FT. � m \ \ 8079000480 k X87'4143'11184.88 \\ \ S � � G 48 0 424 SEPTIC REMOVAL NOTE: 10 N� SE I/ER PLAN EXISTING SEPTIC SYSTEMS SHALL BE ABANDONED IN ACCORDANCE WITH 1• =20 KING COUNTY HEALTH DEPARTMENT PRIOR TO RECORDING. g, K R Ue,, Cramer Northwest Inc. ��" of WASy /F� o. ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, STE. #104, KENT, WA 98032 c O/S (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) yONAL ' 1061 E -MAIL: cni®cromemw.com EXPIRES 11/26/2D-07] 10 +00 11 +00 SEWER PROFILE 1" =20'H, 1 " =f0' V REVISION �d$t:��r 12 +00 13 +00 /,?11/17 s "w ate. 1 " =20' �IX e m ° °°' & ,� CITY OF NAZARIAN SHORT PLAT Rio /os /os 0°`"� LSK R E N TO N FOR AVER IS NAZARIAN e � LSK �-- or��wxx DATUM osNVac N° ° LSK a' Planning /Building /Public Works Dept. SEWER PLAN/PROFILEj F NOT OrF nrrs - PPR wr�oau srne,vxamwvxs a. - 5 10 :5- 34o,De o�c�a1W� A N Ill U F- dD LID d 6. MORTAR FILLET MANHOLE FRAME AND COVER SEE DRAWING BR29 ($P PAGE B074) ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE IMTH ASTM C-=443 STEPS — 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAY. PIPE SIZE - `E' LADDER °STD. ALUM €NUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 44 " MH #0 60" ALLOWABILE MIAk 48° 6" MIN. 5'IWIN �+�° MIN. 54" 8" MIN_ �.�" MAN._ _ �4s MIN. �{}" I�" MIN. f" NIiN. 42F MIN, �{J" I.Q. 44 " MH #0 60" ALLOWABILE MIAk FOR CAST-IRON PIPE 5440 MFi OR DU -11LE IRON PIPE, 60 MH NOTIF 1. STEPS TO BE 3/4' a 0"M1ED BAR GALVANIZED SAsFM STEPS OR EQUAL. 2. STEPS A� 19 K IN PkACE BEFORE MANHOC.E SECTIONS ARE INSTALLEM 3. CASMG TC BE PER ORAYANG BM 4. MANHOLE 35ECTIONS TO BE OF REIMRDRCED PRECAST CONCRETE. 5. ALL JOINTS 9;ALL BE GROUTED. 8. SNdTARY SEMIER M1A OLE$ SHALL HAVE ALL iNTSBOR SURFACE% INCLUDING CHANNELING. COATED (SEALED) WITH A HIGH SODS URETHANE COATING; WASSER MC- ARMIELD OR SLOPE APPROVED F_OUAL; aXOR OF COATING SHALL BE WHITE 7. RUMER GASKETM tIDINTS SHALL BE TN CONFORMANCE WITH ASW C -4+3. 8. CHANNEL. T SHALL EF A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. SANITARY MANHOLE 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPiK ADAPTOR, KOR-N -SEAL GOOTS, OR APPROVED EQUAL 10. MANHOLES EQUAL, TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A 'SURETRACK' CLIMBING TYI'ICAIr pET'AL1 AND FALL PROTECTION SYSTEM INSTALLE0- - B" SfDE OUTLET TEE /SEWER rADOPTED Crry OF NZMN -ripi 1� STANDARD PLUM LST DAN: 04/04 DWG. NAME: 8071 5P PAGE: B07111 N BY PPR -- DTL 1 Z10 SEWER MANHOLE NITS Cramer North�c�t Inc. ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, STE. $104, KENT, WA 98032 (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) E -MAIL• cniOcromernw.com REVISION ,r-r #0 60" ALLOWABILE MIAk PROPERTY LINE . . - m 6 FUTURE S" BUILDING SEVER PIPE I BUILDING SEWER a Y "x 4" STUD SERMCE MAFJ(ER PAINT TEE WITH 6" SIDE CUTLET uppER PORTION WHITE ANS STENCIL ON SIDE WORDING 'SEWER- WITH 3" HIGH cc BLACK LETTERS. AND #i WIRE WRAPPED IL AROUND THE STUB AND EXTENDED TO THE If TDP OF THE STuO. 6.1 SEVER AND RAIL DW ; SEWER UNLESS OTHERWISE APPR(3VED BY THE CITY, MAKE TAP THROUGH CAST IRON SIDLE SECURED TO SEVER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REIWORCED CONCRETE. DI PIPE AND Cl PIPE SEWER MAINS Aft TO BE CORE MILLED. MTRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED W. UNLESS OTHERWISE SHOVWN ON PLAN. SIDE SF=W4FR SHALL HAVE A MINIMUM 7 5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. sTANDARD SIDE SEVER DWALLATION (SEWER KM TO PROPERTY LINE) ADOPTED CITY or IAMN STANDARD PLANS t S dST 1104/04 DWG. NAME: 8018 _ - -_ SP PAGE: BC LIT , 2/10 SIDE SEWER CONNECTION NTS d . CNW CITY OF xax¢wa� ruo to s{vet �LSK .� RENTON ASK.w DATUM °SK " „wur.c I Planning /Building /Public Works Dept. ff xm avac xcx uvxwm: scrag rttamexa.: RECOMMENDED FOR APPROVAL BY: I,/gf 11-2 a BY: DATE: BY: DATE: BY.. DATE: NAZARIAN SHORT PLAT 10/09/06 FOR AVEDIS NAZARIAN o xa SEWER DETAILS 10 � 10 X10 G z fro++ s w Q.I I 60" ALLOWABILE MIAk FOR CAST-IRON PIPE OR DU -11LE IRON PIPE, 1:3:5 MIX CONCRETE BLOCKING SLOPE C �TIN HORIZONTAL - B" SfDE OUTLET TEE /SEWER SEWWER MAIN MAIN 8" MIN, QQN>P.RF CF RI OCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 2 FL EVA -RON UNLESS OTHERWISE SHOVWN ON PLAN. SIDE SF=W4FR SHALL HAVE A MINIMUM 7 5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. sTANDARD SIDE SEVER DWALLATION (SEWER KM TO PROPERTY LINE) ADOPTED CITY or IAMN STANDARD PLANS t S dST 1104/04 DWG. NAME: 8018 _ - -_ SP PAGE: BC LIT , 2/10 SIDE SEWER CONNECTION NTS d . CNW CITY OF xax¢wa� ruo to s{vet �LSK .� RENTON ASK.w DATUM °SK " „wur.c I Planning /Building /Public Works Dept. ff xm avac xcx uvxwm: scrag rttamexa.: RECOMMENDED FOR APPROVAL BY: I,/gf 11-2 a BY: DATE: BY: DATE: BY.. DATE: NAZARIAN SHORT PLAT 10/09/06 FOR AVEDIS NAZARIAN o xa SEWER DETAILS 10 � 10 X10 G z fro++ s w Q.I I W 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