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Home My WebLink AboutS-340701ll! 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