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HomeMy WebLinkAboutzS-338901 SetNW1 /4, NE1 /4, SEC. 15, T. 23 N_, R_ 5 E_, W.M. I I (F I ja list: f I I I e E <t'm�t g. I fF a F'( l$ � n I0 .0 .a z _ o w a _ - ' # _ - - # _ VL- o - C r z o - o n k o SSMH 7 3 STA. 2? 1 +. . - SSMH 1 STA 108 +58.44 ( 5.00' RT) RIM= RIM= 421.99 z ° z o IE- 409 .85 W + Q Z c IE= 414.50 ° - i IE= 410.50 ( IE= 412.00 N N N UJI ®= a E= 411.16 I MIN FF = ( i �4 1 +61 I. ak N o p LIN (� < 421.5 2+77 t ( •4 MIN FF Q ` I t _ # I ! 42?5 417.5 0+ ( I MIN FF r - Lu Z IE=414.50 2 i +51 i /- I 417.5 s 3 o W MIN ^FF �I \ MINTFT E E =41600 ```mow - STA. H210 +39.82 (500' RT) ~ I I �� I I RIM = 414.33 ti # 424.0 421.5 I I WETLAND a „..- IE= 409.00 IE= 407.21 8" E fZ I IE =41450 0- +19 E= E1500_ B i I IE= 407.11 (8- 1) p YN FF ` i MIN FF 0 +68 ? J �� e I MIN FF� 42(-5 ) 416.0 I ( 0 +63 I MIN FF 420.0 ti ) I `��� P 416.0 ti m a -i IE= 414.00 j �. i IE= 411.00 1 +79 �� MII�FF //qq 50 I E= 414 �+�/p \\� # ! �. 419.5 I ._ _..- 1i -62.; / /1111 ff , /� \\ ��..- # N 1 .ro ]E=409.00 t +1 IE= 413.00 i I I 419.0 4155 j I 4N3.5 ) 0 +15 MIN FF I �. -- % _ - I MIN FF I. / E =41000 MIN FF r 4145,: i E 418.5 4 4?SA STA 206 +15.21 (5.00' FT) lxlg_ SMH 11 0 # 1 % RIM-409.17 t� c o Y { - 1 +15 / IE 4170.69 (8" S) IE= / = a a ( ) STA. 209 +63.91 (5.00' RT) 1y o, Q 3`0 MIN FF IE= 492.00. It� �_- ��E��" IE= 400.59 8" N ' EM404.7378" E) `p l _ 405.00 e 414.5 Lla _. 1 +i0 - o r IE= 406.30 1 MIN FF ( R / gxs9 8j / IE= 404.50 IE =404 63 �8" NW) m Y m w a _ 417.5 ` / / �/ /MIN FF J a° a I I c { 4NiS FF o 413.0- I ! N 3 t> I T #C# �; N MIN FF TL N 1 YW FF E= aos.sD -- - ► 4,25 I , �� N 2OD-00 201 +00, i • ro: (zaz +oo +00 ° -! - E 407.00 ( { - c N 1 t I = { IE =403 50 cn o ao YI05 / �1 - �1 �- _ -.!1 -1 -COI.. J 410.5 } - r� i �� ..�Q k ( E= 406.00 -__.- 1�7 FF i / o - a ° Q ° o r F' +�' �+� i� + i 41IL5 E 403.00 / ' \xo� / 4 - i z m - _ ° - MIN FF k� o\ 12 0 k, " E E m 6 Z -.E= 405.00 � _ 1��� -- - - - (( - E06 54= 407.00 E= 407.50 Q Eiji h - �= 4o7.DO IE=4as oo j j ' I= 4D9.00 - \, ' � - +- {r _ -ZOO i J �'�:' 4'N s I > ; F yy MIN FF Q/ V t o -, IE= 40200 . l a) o o \ - v ,_-._ 414.5. MIN.! FF IQ _i' - -- -®.8� m• '� SSMH 10 _. - _ _ STA 208+41.48 5.00' RT is YN FF YP7 ff !, MI F 1 MNi FF - WN--FF YIN FF MIN FF i YPl ff Ylrl IF 1 414.5 + so - RIM= 409.30 ( ) o ! c� t I 4115 4120 4 ?ZS 4125 4134 I -413.5 _ 413.5 i 4140 - I 4145 F i # _ N 1 > 'a m - / IE 402.0 m o 1 - .. _ \° v IE= 401.93 (8" NW) 3[ I I I IE= 409.00 / / ° E= 40600 - - -40500 } _-i C i; E:J , . W i ? \ IE =405 50 E IE=405 00 %_ z I , s # c� ' ]7100. I -� i10tFF �' -� W I , _�.i i ❑ 4115 IMN -TfT "{ ii SiA 207 +19.44 (5.00' RT) % ` s - - IE= 405.00 i 4105 i RIM= 408.49 Al q - f ` UN FF IE= 401.32 B° SE) 1 1 YIN FF -.._ gx�s0 SSMH 6 -f t 4105 IE= 401.22 �6° N) l j 407:0" MIN FF.= II Syr, 1 STA 204 +98.97 (5.00' RT) a ` i I MIN FF _ _ 4105 n , YQI FF Y01 FF YIN FF YIII FF j YIN FF NI11 FF I Y64 FF I 4M.5- RIM- 411.28 - I 4025 4040 4055 ! 4065 407,0 I 4075 0 IE= 401.50 \ IE= 400.01 8° E S `4 407. r _ _ kB NW) x\l IE 399.91 U � ! I E =39850 E= 401.00 2 E 4000 ° 7.00 _ E= 400.00 E= 401.50 IE 40i50I I � Y co m +- „-{m ; x i °" SSMH 4 SSMH 5 mom, loo +cam y s _ ie2iv0' °_ _ tw + y o - o + � STA. 104+10.61 (5.00' RT) STA 105 +14.50 (7.00 RT) RIM= PVC WETLAND_ i I Vi .RIM= 405.54 IL ! I; IE= 395.33 8" SE) E I a _ m ' IE= 398.84 (8 SE 0 0 0 s 'E= IE= 398.74 8' N )'_ W m f 395.23 �8° NW) 1 # r y i ' IE =396.00 , , . . I 1 i /g= 397.00 E-399.D0 E 401.x, 1E= 402.00 IE =40200 �IE =401. MIN FF W > VJ I YW ff UN ff 6YN ff _. I MIN ff MIN ff MIN FF' r W 8 ' 402.5 4045 406.5 467.5 ___ 407.6 407.0 m s 1 i SSMH 3 -- - - -. - - - - -- - v o > h H 8 m 0 STA 102+97.06 (5.00' RT) Z H ? RIM= 405.06 A. 99 +82.37 (4.55' RT) SSMH IE =394.66 �8" SE) J _ 4D Y o 4o STA10 RT) E 394.56 8 1'=40 ° tNM= 400.60 (APPROX.1 1 +73.99 (5.00' _ -80- g o I ' E= 389.61 18' W /30 CASING EW) RIM= " 404.85 - - SC(]Ie - - - -- -- -- -feet - { ,E= 389.61 (8' S) IE= 393.94 (8° S) ui ao j CONTRACTOR TO FIUD IE= 393.84 (8 N) a I VERIFY LOCATION of RECOMMENDED FOR APPROV u - 8! EXISTING SEWER iJNE 6 Date: D DATE 06J4?12007 o^ 8 I By: Date: JOB No. x-04 h° ® ' DVM NC o6D 8 8 8 By Date: EET N z B Y i OF Date' a R: \Projects \1D8(Comwest) \002 -04 (Wes. Coast) \dwg \sheets \firol \Cty of Renton \WC_ut01.dwg 4320r : T 8,, aN en M a c F p o. 6' 12 i Z y O J ~Z v< o 6 Q 2f LLI W PL4z ®® 3 �z W IL' U Q'i rn GO GO rn C 4 �I O a- s 0 It 0 � I o 'm u' in n A A of J I11 N N fi of a � = i = I � n h N U a N c < n a 0 D Z RAProiects \108(1 NW114, NE1A SEC_ 15, T. 23 N., R. 5 E_, W_M- n0 c� W (SEE NC-J� OF PIPE ZONEBACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C Y VAA, 2 < _"+n_ ;e- VIN ;, .0 o V AR .A YAN -_L-D SAFE-Y SEE NOTE B) 0 A_. <. ff -at"��`v G 5 A \ �A a",'X`iE 4A \, CL SEC"10lS FOUNDATON LEVEL ''� 4 " -r'AY\ g ®caG : _ �emJTIAe fCG� _ >•u,'• Si�v. T� 1 �/2 D s :8" -<c_ CO^ .O -SC., '0\S or _- N- OR..ED R;CAS' `(CLASS A, DESIGN) I s ,bra BaGCa.l- 5 AtA Eol�ua 3 �u;c-¢faw �+IER 54v4TAR'! riES riCTU¢aT,� SA+'iJM:6 5'T..aRCAIC�¢ JG£ : -r.�tT ?a06 ALL -0.1Z S -.A-L BE . +CV at SEW VA \. 0 c S' -A HAVE ALL HTRIOR HnOYC� NnT�,a:. !•A \ D. -A NN N- COATED (SEALED) 6 5�'$7l@NG ffnF]n Yi FQ �F) 3P- m THE sGG�v0.,5 4Ci.YTT I, W (SEE NOTE 4) LIMITS OF PIPE ZONE 5 -�, - iN MASS" VC iSr4 OR A "GOB EDUA -. BACK ILL MATERIAL �. Sic L -N- ;,.. A ?•, �,_ .C: A. COLOR OF A N SAL Iw sANlwTa mECa cn�a. Zm ;�E Ve�aL sEa ra -a+s. 'A '. ASS' AN< A N CONrow.ANCE (SEE NOTE 5) 6' M Ac-L a PIPe wr eE ava,rnEl� a� sup A Vaa_R AS T. _+mTRE \ -. - SAL' tr VNV::V OF 3/4 THE INSIDE BEDDING MATERIAL Vwn-nnm D At Or •-E _ARGES P-" FOR RIGID PIPE C 0 VAN -D' S. ALL BE LADE USNG GPK (SEE NOTE 6) A A . KO•r -N -T4_ '0 TE OR AP�40VE7 EQUAL. B �mc Fs.ca ts_ss�+ FOUNDATION LEVEL A QA55 A QA4a 3 aw5. C QAG v QA55 r MORTAR RLLCT aN s .A .C. I .D. I .. �I.O. (cuss B. D. D. DESIGN) A VIN. , 5 M% , 24' MIN- 21 " BEDDING FOR RIGID PIPE :t MAX MN i5 M.N. MIN 12a I.D. C M 6D b I-W (SEE NOTE 4) LIMITS OF PIPE ZONE a 1/ an :n i C A = <r AtM nza A < x e A � ` A: D/D EaZ . t rtTCE R i/8 5" BEDDING MATERIAL PFOR FLEXIBLE PIE SAKI TAR" VA.% _ _ sAIMMU MA>MU8 TIPrAL DEnm (SEE NOTE 7) F%P Z OD 1 . t aL. PaI011 9AIN- I8L SEflM FOUNDATON LEVEL CD m`- "'e.'<• "y'°°�'-' - - w:' (CUSS F DESIGN) BEDDING FOR FLEXIBLE PIPE DMG NNIE BFOB SP PACE. BD77 i ne0e � DIIC. TNIE: BIf18C SP PAGE 80T7 SANITARY MANHOLE TYPICAL DETAIL s PIPE BEDDING FOR SANCiARY SEWER h.TS PLTS MANHOLE PER h.TS UPPER UTILITY CLEARANCE LESS THAN 12' 0.s POI YEFHYLENE TYP- FOAM LOWER UTILITY o LOW CLEARANCE UTILITY CROSSING PROPERTY LINE s 6' -0" FUTURE e 6" BUILDING SEWER PIPE BUILDING SEWER ,F�� ` ? I 2 ". 4" STUD SERVICE MARKER. PAINT UPPER TEE W iH 6" SIDE OUTLET PORTION WHITE AND STENCIL ON SIDE WORDING - SEWER' WITH 3" HIGH BLACK LETTERS. ~ AND #6 WIRE WRAPPED AROUND THE STUD AND 6" SIDE ' SEWER AND 13UILDING SEWER w EXTENDED TO THE TOP OF THE STUD. O a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. fi0" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, 01 PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED FOR CAST IRON PIPE OR DUCTILE IRON PIPE. O.00NING 25 � PNG� 0V0 V GO�CF 2X MIN SLOPE 6" SIDE OUTLET 'TEE SEWER MAIN 6" MIN. SEWER HORIZONTAL MAIN CONCRETE BLOCKING ANGLE OF ,cE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION SrANDARD 9IDS SEM IN9TAI3.9TroMi (SEVER MAID TO PR FE M' LUM N0- ADOPM UNT c55 OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY � Im w t� UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 9!®IID Pub rase >La rz/as _ - Eein°"'. __-__.. _.. "...^ DWG. NAME: BR39 SP PAGE:BO78 a STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) N.T.S. i�I61Fi. wl�k�l <ci tars j.. tmf ®I�% i Z•� Ft,i flE3 �Iy j Z 3 cs ,vra ac, d IOI 10 0 01 C3 to m r F fkr ,- K m W E 0 y m � Q °I ry Y J � Vpl W 3 v U a o 00 ;mo; - !� 01,m N } 6 7 c m 6 Z j 0_0 � a.v � ` m a' U r V co J JL V W V Q ci c H LL! W CO) LLI c NEW 8" SEWER VC x CONC. MANHOLE CUT OUT EXIST PIPE, MAKE ADAPTER (PVC PIPE ONLY) SMOOTH INVERT & CHANNEL O ROUT AFTER NEW LINE Is ACCEPTED - 4 8r MINIMUM 1— ° _ z _ X EISTING SEWER CAST IN —PLACE CHANNEL & SHELF /-41 MANHOLE SASE FOR coNNECTION TO EX. SEWER h.TS UPPER UTILITY CLEARANCE LESS THAN 12' 0.s POI YEFHYLENE TYP- FOAM LOWER UTILITY o LOW CLEARANCE UTILITY CROSSING PROPERTY LINE s 6' -0" FUTURE e 6" BUILDING SEWER PIPE BUILDING SEWER ,F�� ` ? I 2 ". 4" STUD SERVICE MARKER. PAINT UPPER TEE W iH 6" SIDE OUTLET PORTION WHITE AND STENCIL ON SIDE WORDING - SEWER' WITH 3" HIGH BLACK LETTERS. ~ AND #6 WIRE WRAPPED AROUND THE STUD AND 6" SIDE ' SEWER AND 13UILDING SEWER w EXTENDED TO THE TOP OF THE STUD. O a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. fi0" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, 01 PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED FOR CAST IRON PIPE OR DUCTILE IRON PIPE. O.00NING 25 � PNG� 0V0 V GO�CF 2X MIN SLOPE 6" SIDE OUTLET 'TEE SEWER MAIN 6" MIN. SEWER HORIZONTAL MAIN CONCRETE BLOCKING ANGLE OF ,cE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION SrANDARD 9IDS SEM IN9TAI3.9TroMi (SEVER MAID TO PR FE M' LUM N0- ADOPM UNT c55 OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY � Im w t� UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 9!®IID Pub rase >La rz/as _ - Eein°"'. __-__.. _.. "...^ DWG. NAME: BR39 SP PAGE:BO78 a STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) N.T.S. i�I61Fi. wl�k�l <ci tars j.. tmf ®I�% i Z•� Ft,i flE3 �Iy j Z 3 cs ,vra ac, d IOI 10 0 01 C3 to m r F fkr ,- K m W E 0 y m � Q °I ry Y J � Vpl W 3 v U a o 00 ;mo; - !� 01,m N } 6 7 c m 6 Z j 0_0 � a.v � ` m a' U r V co J JL V W V Q ci c H LL! W CO) LLI c 1 RECOMMENDED FOR APPROVAL 121 DATE 0&022/2001 By: Date: By: Date: °� No' 106402.04 5*33"07w DWQ NO cu By: Date: FEET By: Date: 19 OF 94 nwest) \002 -04 (West Coest) \dwg \sheets \fino[ \City of Renton \WC_utdt0l.dwg R GL s a NW1 14, NE1 /4, SEC. 15,.T_ 23 N_, R. 5 E, W.M. 6 HOOUIAM AVE NE I NOTE; E? o +� PIPE LENGTHS SHOWN ON -THIS SHEET ARE GRAHAM AVE NE SD CROSSING SD IE- 414.18 I t o ' N en ' at [ E- z g PROVIDED TO THE NEAREST FOOT_ PIPE SLOPES SHOWN ARE CALCULATED FROM i SS TOP--408.94 _ - - I f os s ut I CENTER TO CENTER OF EACH MANHOLE - ....... CLR =5.24' - -. .. .... .. 420f I C f (Q I a I Q 420 ..... PROPOSED GRADE AT ROAD CENTERLINE I z CO _ -- 4 OF0i LL 0 rE 4-11.1 ST EXISTING GRADE AT ROAD UAW, _ O� CENTERLINE - PROPO STORM ED (TYP.0 ) E cs ' `1� (� 410 .. ..... 410 E 3 W Z Ir SO CROSSING SD CROSSING SD IE= 401.36 �' • 55 m N i I z QDJ SO CROSSING SD E99 52 SD iE= 398.41 SS TOP= 395.56 SS TO 396.23 i Zg2 I !` j SS TOP - 395.10 CLR =5.80' CLR =2.18' i T2� S�k• CO CLR =4.42, -i RIM 49 63 ... r O - - -` / /�� LSD CROSSING IE= 413.32 (8":W) Sggy � - - , - \ SS TOP =40 OS � 4C0 B. � . CLR= 7.30'.3 m z S-1.61% - RIM- 411.28( - = W \ T15 L -- - tE- 400.01 ( 8° ES)) 124 LF - 8^ _ # - - j- - - -- !E=399.91_ 8• NW) M CL 1F 8 s?a.50 1 Z 192 M 408 83 < ac oo a 3 390 =221X - - - - - - 5MH.. 3.... . ;. - -- - --- - - - - E= 398.84 (8' SE) SSMH 4 _. - .--- ... -IE =398.74- (8'. NW) ... -1-1-1-1.. -1-1-1-1 -1-1-1-1... ......... :............... -1-1-1-1.. ............. .- ....390..... ............ -.. `o _m r m m Nm c SSMH 2 RIM= 405.54 RIM =405.06 !f lE= 395.33 8' SE) m a r o o F RIM= 404.85 IE= 394.66 (8 SL-) -- m ° #1 -TALL OVER IE= 393.94 8' S �8' IE= 394.56(8" N )L_ - - - 3 m 3 EXlSTWG SEWER MAIN R0=400-60 (fix) IE= 393.84 N3 SO :CROSSING N 3 IE�89.61 18" W /30' CASING E. _ ... ........... ......... _ - SS IE= 398.42 E�_61 (8" S) CONTRACTOR TO FIELD SO ?OP== 395.95 CLR =2.47' " 0 o: c v �( VERIFY LOCATION OF EXISTING SEWER LINE N ar # 0 a _.. .. ....-1-1_-1-1.. - - -- - .... 10D +00 101 +00 102 +00 103 +00 1044-00 105 +00 106 +00 107 +00 108+00 109 +00 i 0) L PROFILE - FIELD PL NE & NE 3RD ST m m _q �om;� ' 5 ......... '-1-1-1-1- --- -- --- --- ----- --1-1-1-1 _... - -- .- .. -. -. -. -... ............ -1-1-1-1.- - ............ ...- -1-1-1-1... .. -1-1-1-1... -.. -1-1-1-1.. -.. > N S Y HOQUTAM AVE NE m � - � - -1-1-1-1. -.. - -1-1-1-1... .-- - - -..- ... ....:.............. :-1-1-1-1 -. ..--- - - -. -- - - ... ......... -1-1-1-1 ... ......... -1-1-1-1.. -1-1-1-1- -- - --- - - ----- -- - --- . -_ - _- - - -. -. -... ......... - -- -_ -..- ---- .- .. -... -1-1-1-1 -.. - - -. ........ __.- - - -. - -- -1-1-1-1... -1-1-1-1. --1-1-1-1. .. ... -1-1-1-1.... ............... � - Q 420 Z:mt ........ .- ........- _ SD. CROSSING 420.- a =410 02 SO CROSSING : CLRTOP -2.35' - - o < Ld WzI SO IE= 408.19= EXISTING AT ROAD- AT ROAD SS TOP= 4f15.72 '-- ----- - - - - -- 1 f GRADE CENTERLINE CENT CLR 2,47 -. - .. :' I l ........... I I f��... SO CROSSING I SD CR CROSSING ✓Ia a - - - - - - -- `�- - OF401�20 CLR=4.89' SAD =405.5 8 /ii 8 - , a .. -. 410 ^- - -- - - -- - ��.`\ CLR =2.72 / ..-1-1-1-1... ? ROPOSED . STORM (fYP � � 55: _ �.9 8lF ..... -41.p ci J J N W o 4 i s LL � -1-1-1-1.. ... J SS - 12 _..._........ U Q \ ........ �. _ , e'JSS 124 - RIM= 414.33 _ IE '407.21 8" E 0 V IL - 105, L� - SS :i -1'23 LF - 8 SS '' ..' S- -110% SSMH 11 IE= 407.11 �8" W) /A V� U 116 LF - 8° SS _ S 0.50%8 RIM= 411.87 SSMH #13 n 400 _ S -O.50R $ =0,50A. \; \ SO CROSSING .. .....E H 1p =404W (e NW....... RIM 415.67 ) IE= 409.85 (8" W) 400 LU SSMH 8 SS IE 403.35 RIM= 409.30 D > w RIM= 409.17 SD TOP= 3.98.91 IE =402.03 (8' SE) + IE= 401.93 8` NW) 5 5 "= 10 m � IE= 400.69 . 8' S \ CLR 444. 1 5' : Feet v........ -1-1-1-1.. . .. _. ..._ ......SEE SSMH 6 - PROFILE - FIELD IE= 400.59:8' N SSMH 9 RIM= 408.49 ........._.. ;_............ -.. _... -__ ...:..... -1_-1-1-1 -..._ -1-1-1-1 - - -... - - - -- _-1-1-1-1. ......... .. _-1-1-1-1._ VERTICAL Scale ._. __.._. _-1-1-1-1._ .......... . .............. 'o - & NE 3RD ST IE °401.32 (8" SE) m m m z = o - IE- 401.22 (8" N) _ 40 0 40 : 80 w J N N u! 1 " =40': aII ? j o: ? : - - -- ._ -1-1-1-1... ......... .. MOM- ® HORIZONTAL ......... Scala Feet RECOMMENDED FOR APPROVAL rr g B•�,�_eaS. /e -./ Date: ( p DATE 08/22/2007 o H Fi By: Date: JOB NO 'x-04 203+00 204+00 205 +00 206 +00 207 +00 208 +00 209 +00 ............ ._ - -1_-1__-1-1. 210:+00 211 +00 _........__. DM NR 0&1 v $i By: Date: PROFILE - GRAHAM AVE NE & NE 2ND OT c * n o : By_ Date: "4�..'O' 10A z R: \Projects\ 108(Comwest) \002 -04 (West Coest) \dwg \sheets \final \City of Renton \WC_utpr0 i.dwg jq c °:5- J loom 11iC092 RoLl- a - a o 40 O � H � N F" c1 3 I NW1 /4, NE1 /4, SEC. 15, T. 23 N., R. 5 E., W.M. p � B 4 +49 Will. %ia - SSMH 7 M13 r1A 11r11rOS1.19 I act 6.213 P4 423.44 Il 68 "W) Al FRnM CoNTRPcTOR "5 FtBLO ?*l rAA8 2�l QZ -- - - -- STi 10�+ .33 (4.78' Rn Z _ _ _ _ _ _ _ 30�� 1:� _ _ q _ - -- -.. __ -.. _ - -.. - - - J' EIM412.80 (8' W) I STA. 2.1 8.984)5.27' RT)SSMH 13 HOQUTAM. AVE NE STjkE 394+00 _ ss +oo _ \\ RIM409.766 RIM- •4+5 -; c M V- �- 396 0. - --I� �m_ F N G G o N m o W LL Z O N N ° a z ui z k U O w 0 0 0 tm ¢ o z m k Q 0 z° m G g 0 U m z z ° 6 c, 0 U m m A I� A 1p W wz_ -- - -- -- -- -- -- - - z 30 W NOTE: I \ -o _ SIDE SEWER INVERT ELEVATIONS �� $.4g&Bg - SHOWN ARE 6' FROM PROPERTY IE -416.0 � r I \ - IE =410.5 I W I LINE, SEE DETAIL 3 SHEET 19 MR4 fF 1 t �� s I 0 +61 IE 410.6 1 421.5 I O I. MIN IE=N \ \ "A ". � 2 +7I- I /421.5 I; 417.5 _ 0 +43 I MIN FF p�01 ��� 2 +52 4E- 448:9& MIN FF MFM1 /A I - 2 +48 --� IE =414.3 �\ _ SS H 12 m o 424.0 4I21.5F I - \` I �... I lis iE- 'F}5gg � WETLAND t _ IE=� •7 3 I I 2 +19 IE= 413.0 \ 'B' � ZV° • � + � � I . a 0 I I 1 414.0 �- 2 +14 MIN �� i MIN FF 0 +67 7 STA. 210+40.67 5.49 MI 420.5 I `.` 1 416.0 - 0 +63 I MIN FF I RIM = 413.99 420.0 \ I \ t1 T 416.0 IE= 407.14 8" E IE= 407.04 (8' W) t ° IE =407.7 E Z ° 1 IE =413.7 �- 1 +78 I� 1 d �� ° O is _ MOT I JE=410.5 3 ..I I I 419.5 I 1 +62 30 i It IE- 498:96 m m �[~ MIN FF i. 1 z1 ' I IE =405.1 I� o z -O I„-:. o MIN FF 4295 1.. i MIN FF / - 0 +14 -I 1s I`/ m Y [� W 3 - - IE =410.1 - 1 +41 419.0 _ - _ SSMH 8 413.5 MIN FF -i -°o w C.i Q'i m I M7 I I ,� MIN5.0 I _ .IE•{g}gg 414.5 I SSMH 11 1 ° _ 407.8 „ IE =406.6 ,..,I .- _ 1 +17 „ _. O o MIN FF - 13 _ 11 +05 1 a� I -_AC © I STA. 206 +15.49 4.79 01 RIM 8 -�,y� O P 414.5 as c ( I % C `5+ RIM= 409.26 °x� °xg . I .1� N ° •d MIN FF IE =407.7 IE= 400.56 8" S > > 5 SfA 209+64.81 4.86 Rf H ua 417.5 I f j RIM-411.94 Q r 3 Y `~ IE= 400.46 �8" © wv" MIN FF o_ MIN FF /' :;�o°T'2 413.0 _1 IE= 404.70 (8" E)) 3 c z 471.5 IE= 404.60 8" NW N_ u m - - �i 4oea DETENTION ti I MIN FF �c i ✓/ 1- m 412.5 MIN FF /r IE =N /F / Q m s 20 .00 zal +oo RAHAM AVE Ezoz +oa © z - 203 +00 411.5 00 © 24 � I Q E 404 6 O \O, =I - <� .. . -�� _ /p'6 = IN fF MI IE =402.8 1a . �., "°I r "'I- NI ^o� _ I. I N A iK"IS9 MIN FF 410.5 I I 410.5 f -I 1 J O c ,.i $ '� _. + - +�� NON I \IE= 40.3.�TDS•. I / x� MIN FF - / C) o v" 444 0 0 \" �1( in w + + IYr I v 1 IE�27�i I v � \ / �ogkoo t X� / 412.0 00_ � � ^ 0 ° IiE -4Bi-0A IE- 407.Sp.l{g., _ _off z IE= 404.4„ , IE= 404.7 , A.D. IE =408.0 IE 407.6 IE= .3 SS = _ IWTP ++ IIE -N A IE =403.9 IE =407.4 MIN FF \ o/o 0 0 - 20+ _ 411.5 - - I w 414.5 4N4.5 ��. X11 * °+ +- ° IE -403:3 MIN FF MIN FF MIN FF MIN FF MIN'FF MIN FF MIN FF MIN FF MIN FF So T� ��o 411.5- 412.0; 412.5 412.5 413.0- -- - -413.5 413.5.! 414.0.. _. 414.5 s1 j - � � ETENTION - ssMH 10 i/ .JE-4o3.1 iE- 496-86 - / - RACT E RIN -1 es30 I ° IN _ .. _ Is +00 IE=400.5 IE =400 cb IMIINN FF IE =402. iE 19499 Q " I I ♦'/^� oo t1 +oo t2 +00 4�.5� EMI°. IE'402.4 I IE= 405.1. 5 ) I 1 V/ iE�4l35:N 411.5 MI� 12 SSMH 9 >RIM= 409.401.74 5.37 i J 410.5 ' %y MIN FF R`'�"' IE= 402.00 8" SE) MIN FF p ^ SSMH 6 I 410.5 ' „ IE= 401.90 (8" NW) / 11 if 11 11 g . , MIN FF 407.0 xJ MIN .5 FE= 464 -2�� MIN FF 406.5.. -... �. 410.5 _ STA od (i7 M MIN FF MIN FF MIN FF MIN FF MIN FF MIN FF 407..0... __.5s �c --- �STA•. 207 +20.56 4.48 RT W J 402.5... 404.0_. 405.5.... 406.5 407.0 407.5 I 9.2 / " .RIM 408c53� I .' i3 $ n n n _ I 60 9 58 5 6 55 54 _ / D ENT /IE= 401.23 8" SE) - - - Q o n \ F IL• © © © E= 0.4 o RAC srA. 2o4 +ss.afi 4.63 / / iE= 401.13 8" N - `�� I.' Q J e $ o ° , . I .... �---- --- 1E -48&69 s- �or"o "v �e -�m�6 iE- 4@}-56 / 'flu. /� M RI 411 44 'I 1E-49 8 ' IE= 399.79 (8" E,S) 0- - E= IE =397.0 IE =396.5 IE =399.6 IE =398.1 IE =400.0 ( NW) W IE =399.0 G IE= 399.89 8" / O Lu I ix O Mf O o , ,---", -- I Q 3 u LLI N too OD•:: / a�^ol + ,M° I " -W�m \'�� SSMH 4 r_ SSMH 5 ' / v/ ;�� ' l -+ + �+ o I WETLAND , I I I I O N -O siA- 4E3++�i� -(5� r,,gg�3. ,A, j v o x P RIM - 495:54 f >, STA. 105+14.41 7.17 p �� %41E I JE97.8 0.845:03 - RIM= 408.86 ' --I I Z IE= 398.61 ((8 SE) I 1 > 8& E "88 1E46i.88 iE- 486.59 1 98.0 WIN FF i IE =39 NW) IE= 39851 8" N W a E N "_"" IE =395.8 s , I j' 5.78 8 - - IE -N A =397.0 IE =396.8 06.5 , 568 �8" _ o �/ R n 12- MIN FIE MIN FF MIA IN FF ...MIN FF MIN FF J "402.5 404.5 406.5 401.5 407.5 X70 _ scale feet 12 _ 1 " AS -BUILT CERTIFICATION ° ? "FRwAS' \ 0p1, 1 \ ' -/ I HEREBY CERTIFY THAT THE HORIZONTAL AND 2Q,Q� o H/ c RECOMMENDED FOR APPROVAL �� 10/IQ/ e SSMH 3 SSMH 2 �;�- o• By: Date: l s , -- SSMH 1 A.D. ,,,, ,� „ VERTICAL LOCATIONS OF THE UTILITIES SHOWN o _ °o° TA 99+ 99+82.36 (5.00' RT) -- - - HEREON IS THE RESULT OF A FIELD SURVEY, l d06 NQ, 106-004.04 - ,RIM= 400.60 (APPROX.� " S=338904 PERFORMED BY ME OR UNDER MY DIRECTION. 4, Sy: Date: °18° W /30 CASING E,W) " - - - 'o ,P 35145 6 ..>° p4Y0 R0• GI D (8" S) STA 102 +97.17 4.33 RT ;, „k Fss FGISTEF.S�ea By: Date: CONTRACTOR TO FIELD sTA. 101+74.58 5.62 RIM= 405.05 ONAL LPND VERIFY LOCATION OF RIM 404.81 IE= 395.07 8" SE) CHRISTOPHER S. BARNES DATE exPlRes: 5/19/1 o n ♦ n r z EXISTING SEWER LINE IE= 394.56 8 ".:S IE= 394.97 �8" N) L.S. NO. 35145 Sy: Date: F17 QF 24 ° IE= 394.46 8 "`N T .'v /i.� R: \Projects \108(Comwest) \002 -04 (West Coast) \AS - BUILT \dwg \sheets \final \City of Renton \WC_ut01- AB.dwg / A T 4 1 - f E O W V�a o� W 3 E 0 0 0 m N O J O I m 0 0 N N N N N N N F Q O N O p 0 0 0 0 O z W K U w J J `k N ;� •U m a O� N �2 N Q al C L 3 � m N m E Q m � m o o N N � o W LL Z N o m y p m W d k m F j k m 6 k 0 O M 0 OU U 0 O Z O N O 0 O 0 Z U m 2 U W W 0 N N N N N N F Q O N O p 0 0 0 0 O z W K h Owl N,lA m� I a O� A m m G O o �1 • E n Y n n Z 0 R: \Proiects\ 1 081 390 _....; .._......_ AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHOWN - HEREON IS THE RESULT OF A FIELD SURVEY ... .___. .: ........_.... ._.:.. ....... _... . i ... ............ ._... ............. ............. :.._. ......_ ......_. .___ __......... ........._... i........ ........... PERFORMED BY ME OR UNDER MY DIRECTION. 203 +00 204 +00 205 +00 206 +00 207 +00 208 +00 209 +00 PROFILE - GRAHAM AVE NE & NE 2ND OT CHRISTOPHER S. BARNES DATE L.S. NO. 35145 Jc 1 HORIZONTAL Jcale Feet: By: Date: I DAh � o N E 0 U � d C Q m W O U o = U N d Y N z e Y x m O Z M o Q v w O > m O w z rn w 0 U N J J LL Q cc O o- V � co) LU W 3 w By: Date: _ im NQ 19oluuz-W WM Na G&I By: Date: Sim By: Date: 18 oF 2 4 0 1,S-33`9d5 U J J N o •U m a O� N � N Q al C L 3 E Q m O N � o � N ^— o N h Owl N,lA m� I a O� A m m G O o �1 • E n Y n n Z 0 R: \Proiects\ 1 081 390 _....; .._......_ AS -BUILT CERTIFICATION I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHOWN - HEREON IS THE RESULT OF A FIELD SURVEY ... .___. .: ........_.... ._.:.. ....... _... . i ... ............ ._... ............. ............. :.._. ......_ ......_. .___ __......... ........._... i........ ........... PERFORMED BY ME OR UNDER MY DIRECTION. 203 +00 204 +00 205 +00 206 +00 207 +00 208 +00 209 +00 PROFILE - GRAHAM AVE NE & NE 2ND OT CHRISTOPHER S. BARNES DATE L.S. NO. 35145 Jc 1 HORIZONTAL Jcale Feet: By: Date: I DAh � o N E 0 U � d C Q m W O U o = U N d Y N z e Y x m O Z M o Q v w O > m O w z rn w 0 U N J J LL Q cc O o- V � co) LU W 3 w By: Date: _ im NQ 19oluuz-W WM Na G&I By: Date: Sim By: Date: 18 oF 2 4 0 1,S-33`9d5 76.46' 33 AIR VAC q 35 34 CB -12, TYPE I RIM EL =(N /F) 12 "CPEP(SW)IE =41 12 "CPEP(E)IE =416 SIDS "SSS SOS SSS �j .OSDCO oSDCO 42, X11, TYPE RIM EL= (N /F'. B -11A, P I IM EL /F e WV o� N68'22 '10'W DS 12D 02 SSS �� ✓ i t T t_ tit= �4 �+ �? 3 t(JJ5 I :6-12A, TYPE I :IM EL =(N /F) 2 "CPEP(W)IE= 417.38 SDS &- \ JSSS WM WM SDS RIM EL =419.5 (NOT FINAL) NE 3RD ST. 8 "PVC OUT (W)I(E�—= 412.80 I _ FR LOCATION OF SEWER STUB. NOT YET ASBUILT �'c OF SEWER MANHOLE. NOT YET ASBUILT. (f F"—" 0t --1 e`-' Ao-J 0, L-Joc.J (f�