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HomeMy WebLinkAboutzS-3385SetIlin 00 en M 3 o < o N " e � a G J IJ Ue Eel 401 oil Ili �'1R%°ii Y6y lr 0 lRN! is" PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E°, W.M. NOTE' ` 4 g n i 1 0 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE STA 1 2 +47 7 6, 6. ' L T ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO C \ ,., SSMH /2, SHALLOW TYPE 8 -54' ILWACO PL. NE R*A- 454.10 JERICHO PL. HE DETERMINE THE EXACT VERTICAL UT AND HORIZONTAL LOCATION G ALL EXISTING UNDERGROUND UTATIO S PRIOR TO COMMENCING I fI [ z z Z Z .. IE= 448.14, 8` E) I ADJUST TO FINAL GRADE AT ALL CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL I I 1 I sp =448.24 8"S) FF(ml ) =4 .0 EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER Ao O ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR 1 F ( UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. I t !!! Z 0 0 9L 1 A-306+39.98, 24.49'L. ^^^+ !( "���' NN SHORT PLAT 5- 339201 STA.404 +70.31, 6.0'RT CALL BEFORE YOU DIG: 1- 800- 424 -5555 300 - - - - - - - - - - - - - ° 0p O W I I- _ 301 00 302+00 O':i SSMH 11, 48" - - - - 304 +00 43®5 +00 �M= 453.00 RIM-_464.6 i - - = _ _- - ! +_ IE= 447.63. 8 "(5) AS IE= 455.07, 8 °(E) -- ---- - - - - -- 9,11-STREET :. c i -------------------------- - - - E= x47.73. 8 °(W) NEW STA.203 +59.08, 6.22T IE= 455.17 8 °NS I � m ml a I�1i s {I O Z O it _ ---- 'i, �� SSMH#9. SHALLOW TYPE B -54° - ---- I � �] y� <0 � \ :'. v I RIM= 459.36 STA.207 +00, 6.01T I /t1 p�� �. � _ � � � i IE= 452.33, B °(S) ff 21 Z _= 8 S =0.50% On i+ I 63 I= 452.43 8° N W ISSMH #7, 48_ 1 I p p 95LF, 8 D.I. m v O RIM =45622 1 1 I d n V) 06 ��A I; I IIE= 449.49. a °(SE) a V) Q Z /� + I r =44959 8'(N) 11 1! C! \\\ Z. O o 3LF, "SS �� Q to 8 PVC ®5 =0.80% 36 N I 8'5S O 5 =0.80X I i Ir " J J Q Q. W i i RQOpG� - EXIST_ H8 PHASE !d E 1 ; I! N� .�y'i , P 1 0 0 y A �' I Q� I i v I� > m � 0O z 11 •I RENTON DRAM14C S- 311503 ! 1 (� I I NO �,- j C ,.*e N� m FbM =455.89 .10 ,- I m - n + - +^ rR / TO FINAL Ep N� a l 62 -- Lv L.1 ADJUST GRADE 1 1 v I 1 a i .... Z a ! N o IE= 449.77, 8-(E)C S) I i "A I o i!4 r ♦wr^ _ _ IIE= 44927, 8 (NEW) 1 I 1C) 1 1 0 O- I ID A O A a II ! O N L O O N Z VJ Q Ii fl:ll t/1 O O o 0 �.1 a' NOTE: SIDE SEWER TO BE 6" PVC GRAPHIC SCALE t x = @ S =2.009 MIN. (TYP.) - _ 0 25 50 ' " -- m ° Z.. SST I ` UTAM AVE NE [f1 Z EET PLAN - DRIVEWAY OFF HO® inch = 50 feel 1 i PLAN - NE 8TH Fw=J1 0 �� 0. a 0 3 c �' Z+ e v 0_4 w a- LOW POINT ELEV = 452.50 0 L) a 470 PV! STA 305 +87.94 LOW : POINT STA 307 +65.09. 470 PVI ELEV.. =.- 455.1.1 ................. _. v . PVI STA' = 307 +90.25.. A.D. _ -0.57 PVI ELEV = : 451.90 PVI STA = 11+09.24 F+� CIO c �I Cv o a- K = 794.40 A.D. = 6.38 PVI ELEV = 462.13 100.00' VC K = 15:68 A. _ = 1.27 a - . .............. 100.00':VC K0= 59.17 On 75.00' .VC r a an n rn " O C_ n N _ In N Hill m 34 Q j _ o. +v n n • - tD -. co� ..Q ..- 470 .....- 460. .. . .. .. ... . ..... mo.. -.. - .- - .........oNi�,...... -... . ........ +nni:. .... ......... - -,.. ...- ....oa =.--- -- - - -. -.. . .... .. ......470 + 3' -- _1.077f; a�a _ rna = Fw_. tea: N j _ Lei a 9 45 0 u 450 _ - _ ... - ... . .. . ..... ... .... . .. .... .... _ 460_ 46G . ..... LF SS -jL- 355LF, 8 D..) S- 0.51 9 AS z - D UNDER BENNER - - - o o o - - - - 330LF. B:SS.. PVC . c _ ... m aN FIAN; 5 335207 J a �r I U) a xn - vat az to „n 0 " N a �y J 440 - m ;" in 3 440 - I ......... .....- z+ I.L. a n a m m.._ ...- ... -.. nVio a=o mw a wz w a' w Mm M�NIq M' La! 00 00 - w ¢o D ® °, irmr W ff M�,Z va r- a�Q � Inz - rn vi.Irww :...........a xtZl� II II t1@ .6 �� ........a =�.m.n a0 .�... ._� .... 00 OD 06 m (ff w 0] D_ W W Z y v v Q f O j 2 a - NNKW4, - L o Q XZO�dp +NOi.MV ai w 2 a' 4! 41 n O� tV N d n N 11 v v F N f II II Lu eJ CL - - - -- - _ s5o. oo - _ �^•' V LL W 302 +00 303 +00 304 +00 305 +00 306 +00 307:+00 308 +00 10+00 71 +00 12+00 o Z z g W Of PROFILE - NE 6TH STREET PROFILE - DRIVEWAY OFF HO®UTAM AVE NE __ _.... - - _ _ Lu R r MMENDED FOR APPROVAL DATE 03H6J200T - : gy: $� 0 '. I- /Date: BY: -�1 DDte:� JOB NO. By: Date: DWGNO. SHEET °z By: Date: 7OF Ue Eel 401 oil Ili �'1R%°ii Y6y lr 0 lRN! �I PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E., W.M. NOTE: k f N� g ao EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE [ [ [ gl Z, STA.201 +32.0, 6.0'LT STA203 +59.15, 6.0'LT A.204+7$_65. 5. IT ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO p SSMH /10. SHALLOW TYPE B -54" SSMH %9. SWALLOW TYPE 8 -54 SSM1i 48- DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF lit RIM = 461.69 RIM= 458.69 - 457.11 ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING fZO to IE=454.73, B -(S) IE= 452.33. 8°(S) = 45133. 8'(S) CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL F IE= 454.90 6' M IE= 452.43 8' N W 1E= 457_x3 8' N EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER e Q ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION_ [ II[ 0 0 .. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 i` . U tr � CO a 1� _. O W � -I a Q E pto Z O W t` T ®- 46 < l J a® 49 umi v 5 '� I o p o °� I I ONE( 8R VO(22 1 en Q C7 O W �^ �^ e v u < M a e ® ��°�n �,' © 55 ,n I 1\ ON tip 1 ¢ � �Z ! 11 °y0 " ova,v �v Nv ov` v 1Z ni ^. .o: i n e n �_— - -- - - -- I n ±W Imo,.. -W +W4 +0 nUv "� z �� Z�� �— – O - -- ENE {Ek V) 06 tl1Q " -� o pW pW� +elm o2 v'r m<' Rv + a 4 O + , !s .+_ W IWi O W Tip W I _..._ -._ -..= P_. 2 .0. 201 +W 9 — — — M 1 nni�r� - ---- pp O _ J � ' s i i 1 I- --r 8S DR - - I � a Z 10 ; p0 4 - .. _ - _ ( !/ EXIST. HB PHASE III > Q n Z = RENTON DRAWING S- 311503 ¢ LLJ O I oo �a v- o ^Tao re I I I RIM= 455.89 I ZI-I1 i ox %„�, oii� +u�iv°°i +'^nm o c+'ni. qn� I IE= 449.17. 8 "(S) W� > o q "av -vv o'a': a o'v e`ci+� 0® ��m o°� od"'o II IE= 449.27, 8-(NEW) � o J W V \ , wZ wZ W'n : oR nc n -a°v v vpv II 4 0�+ " U) m Q I , 6 66 ^ 65 4 64 rn 61 z W z w z w I I I W 28Lf, 8-SS ®5 =0.80 ? 8 N e J ! \ w ' ® o- w SSMH07 ±46" 6.0'LT Co Lu RIM= 456.22 b IE= 449.49.8 (SE) y _.. Ili N Z Mi PLAN - ILWACO PLACE NE 2 50 0 50 100 0 1 " =50' MMiOT11iiii NJ Scale Feet o 3 00 3 ; z `Y uT NOTE_ SIDE SEWER TO BE 6" PVC S =2.00% MIN. (TYP.) �" v o a 0 a. W w 480 480 im 3 c s� p o. - 470 - - 470 m. o or .... - - ...- . ...... .. ...... .. - - -.... - - . -....- -- ...- ... - ---. .......... ........... ...... _ ...... -.... ..- ... -.. .....- - --- .... -. -...- - ...... ...... - -.... - ..-- ........ ... - -.. -. -.. -- - ........... ........... ....... .. .. s z 74' - o HONEY-BROOKE PH_: III SSMHt7 STA 3 +42, 5' RT_ z _ CITY OF RENTON PLANS 53115 -03 460 - _ 460 Z v! � e =� i O J 0 LL ' ¢ - _ 8 S =7.00 - w _ 175 LF, 8 "SS _ ® s =osoz W W tZ o m F " 218LF, 8` SS 0 S =0.Box 06 450 > 0 S =0.80% ml F _ 450- Z S 0.61% AS -BUILT Q m J 3 a a+ STA.207t00 6.0'LT ® J o z o N - SS] 48' : W W : 6 3 3 w RIM= 456:22 EXIST.:HB PHASE III n� n eo w Co IE= 444.49. $ "(S E) I - J i �c:ro o ^ �I. . ao m:. P'o - IE =449:59. 8 °(N) R1M =455.89...... - - I.I.I W } _o - + ^ .. ..... :... IE= 449.17, 8"(S) 0 " x e .v v n rn w N N: " e c< 28LF 8 °SS ®5 =0.80% IE=449.27. 8 "(NEW) - 5 0 5 10 Z W a 'ns e n o'°� ur uz Tn p® VERTlu1L 1 5 J U) ` w-w w x n a a rn En cote Feet N In D! -- _ 'Q-�i S 50.. 0... 50 100... (D z - - - HORIZONTAL: 1 " =50': Z z „°-, Scale Feet J o w J uj - O W 200+00 201 +00 202 +00 203+00 204.+00 205+00 206 +00 2071+00 RECOMMENDED FOR APPROVAL a 0 m By: Dote: IIiO!/ t) DATE 03/15Y2007 PROFILE - ILWACO PLACE NE BY- Date JOB NO. DWG NO. By: Date: SHEET ®,0 jz- - BY: Will, Dote: '� �iiF 1 l l CD _,- 338 02 .BICkinj 003W Adili lift 2 7 INis -- 1d b F ; h c v Y 5 � c V K� alit ♦ ♦ WP - 27 - 3385 LANGLEY.. MEADOWS Page 03ef05 SWAM- HANSON SURVEYING Tm-E 1 " =30' """"`""•° � DATUM jy CITY OF , RENTON Plonning /Building /Public Works Dept. LANGLEY MEADOWS (LUA 06 -087) RENTON, WASHINGTON SEWER PLAN & PROFILE 03/15/2007 as ah 01 -0 DLO ^ua■a• PAM, _ 0°1 m�Ea r'"1°�'E u "m a"E mcx f0 L°CO0 °L - -- - -- --- - -- - -- aaEn.. ru 1. DIo NO. REVISION BY DATE APPR AmEam, DLO 19 21 PVC STA. 100 +16 VC EL. 466.64 m m LO ul to Cin A HOQUI M AVE ENE N 4 0 a, 00 +Z04 00 +104 00 +004 a u U'O1 + z \�__• O 00 g W ME -�_ -�° c C > II II II o - 0'494 °(NIW)JJ A O'Z94 ■(NIW)JJ 0'494 (NIW)JJ PVT TA. 1 1 , +16 V L 4 4 1 /I 516-101-17510. 101T I - SSMHM6, 48° D'Z94 ■(NIW)JJ RIM ■465,40 IE °457 23, B "(E) "(NW,SW) I ® 6 to Z m ® N IE =457.40, 6 1 O'Z94 ■(NIW).JJ .. .. .. STA.102 +36.0 7.341T RIM-464.67 IE =455 37, 8 "(E) IE- 455.47, 8 '(W) 16 fi + + t N O'Z94- (NIW)JJ Law. 1 oN I . N v4 w -. _I :Q °o I Ila O'D94 ■(NIW)JJ I � ILVIACO COD 1 / rs toz oa z w - - _ - - \ m tl 1 � 1 � � tl0 0'094 ■(NIW)J! . I A // u1 0'954 =(NIW)3J I .. O .... .... 'n J O T \ 4 0'954= (NIW)JJ I O - .. ... ........+ Eon . ......... .......... ........ ., .,,. .......... ,.. ...... ... /....,., ........,... ......... ...... ............. m O O -I z $ _ mmm�� y I I 1p AAA ...... .... ....... STA.105+49.0 28 31' T .... .... SSMH#4, 48" .......A.. ........ , .... ........... ........... PVC STA.: 105 +58.09: .................. _ O Z O� ( FF MINO 58.0 I� RIM =462.0 "(S) PVC EL. 459 07 N I '101 al r ^ ^^ IE= 451.97. 8 IE= 452.07, B "(W) I I o I I rn I' vy m IE= 452.24, 6 "(NE) \ I FF(MIN) 458. I m ...... ..... ....:. ....... r m .+....................:........ o .......:...............:. ..........: .....� ..... ... .. ............ .......... i' .............. + - 8 "S ri l _ -. . _ z m _ _ / / k r FF(MI m45 .0 I m (' .... ..... ... . J � M o: ...... °o .. . _ __ _ __ U I/ I w? m A °:...�... °v u ° it ...... �i EaAawo °o � © FF(MIN) ■458,0 _ _ _ �, `vI O u FF(MI) a �:o { -111 I ■� z Q \V a FF(MIN) °498,0 ,,,���,��� �LPd11 Z_ ®..., �. \'..... ..,. a �,....... - _ _ FF(MN)■ ■"41156.0 I I+ _ °o 3oS \I \ FF(MIN) °456.0 I r �% 111 �i1 \ \ z O� \41 I FF(MIN) °458.0 FF(MIN ■4 .0 dl y I a a`41 \Ln Q! f * IT) L PV m PVI EL1tl96S8.,.9 // / 6 0: � i- FF(MI ).4 z m O'- FF(MIN)• 5 4 50 9, _ _ _ _ - o ..+ o o . ., S$M,HB3,.:$HALI,OW TYPE..B, 54'.,._ RIM =456.96 IE =450.09, 8 "(S) '(N) .... �.,.. - _ I . N Frl Z! r z �' W- N FF(M N)� 5 0 ' a p, IE= 450.19, 8 // ! : 1 M1 1� ■455.0 z z 1 . rnfJ I _ . m `FF ` O cn II L' I I - - I FF(MIN) 55. O I I o m 0 FF(MIN) =455.0 +31 v, ... .LD 0 + .........., . 1 ... m a..... o....... Cli .. -. I IE =450.5 Eo o� Ln a rn FF(MIN)= 55. P w I t7 m FF(MIN) =455.0 2 +88 * m rn, g? En M IE =450.3 _ o.. 'a.... .. ......... ..... ..... I I m cwn 4y } FF(MIN) 455. o U) In 5.0 FF(MIN) =45 w r;nv OisOa rn- v 2 +35 I _ E 450 - D l o..... N ... .......o ............... .1.,..... .., .... ,..,. ... I °: I Q m C o FF(MIN) =550 m I PVC STA'. 111 +30.51' O r \ PVC 454.51 f 1 EL. Z \ ° n FF MIN) =455,0 n V "' m E +849.8 i \°,I FF(MIN) 4$5.1) •t' t, I FF(MIN) °455.0 1 +35 Immtn �x: ,. ............. N ............ .:....,,.. :..., :. ...,. ).... ....., .. ........ ........n.. .. + -, 11 .. m __/Z x p IE =449.5 ` Ailf Z UI --I W I 7D o o A I mo j a PVf. STA. 112 +30.51 in u, ' PVT:. EL 455.21 J w A Cn N O FF(MIN) =455.0 - v A, Nm 0, FF(MIN) 4551 ) E"`,EO1„'woEU'nw ro � //• o� ,o O . STA, i 12 +47:76 6 0LT O PVI STA = 112 +48.43 Ep I E =449.2 O r/ '� I' ................ SS'MH #2;'SHALLOW' TYPE :'B =54" RIM= 454:10 ......PVI ELEV 455: 51 ...:......,..,................. : \ o�� o I 1 v�N > a -n z( (4 rr i (®ry IE= 448.21,8 „(E) "(S) : " I W o �W + m 2d z ..� I` c, L') to Q IE= 448.31, 8 I ... ........,.. FF(MIN) =455.0 -_ II -' I A u r 'w z cAn m m in' m Y. :o :oo :�o Ln R>�5�00 in m < ........... . ._... .... ........ ........ ..... O _ I .. NE 6th STREE „ r I R, m A w 7a O PROJECT LANGLEY MEADOWS C�FFE ]999280UTHBASTL997ZIPI.ACB ENGINEERS �eN�`��__ - RBNWK WABFffi4113TON 96058 S t7D1VTAG7 PHIONM426- 260,96'12 °ARRBLLC>�PB,P'B. 450 CLIENT LANGLEY DEVELOPMENT GROUP, INC. OtVAI ' ' 2 - 1016!2007 REVISED PER CITY OF RENTON COMMENTS_ _ 0 1► SHEET CONTENT SEWER PLAN & PROIFLE DESIGNED BY DRAWN BY CHECKED o10 vs BY DLO exrines; 12 11 2007 _- �L-1- 1 MOOT REVISED PER CITY OF RQNTON COMMENTS REV. NO. DATE -' D` ESCRiPTION i o (11 { t0 Z i O C-6 3: � Z o � wo �� � LJ L11 C7 LLI Z Cn I PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E., W.M. II 4�O E =456.0 l 1 R6°'� OF�C- Q6t40 FE •F. o 2+62 6.0 J "bA 1 Fg7 NW { 1 +00 404-x00 405 +00 S,o S =1:00% 21 H OQUIAM AVENM HE 399 +00 400 +00 401 +00 F-- — ---1 — I + — 1 +65.09, 6.0'RT 12, 48' i7.1 X02 +00 I — r A.404 +70.31, 6.0'RT MHJ11, 48' M =464.6 = 455.07, 8'(E) NOTE: F I INT'X NE 4TH STREET / EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE !!! w w w HOQUTAM AVENUE NE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ',n DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF 406 +00 407 +• ALL EXISTING UNDERGROUND UTILITTES PRIOR TO COMMENCING THAT ALL 1_ 9 I z CONSTRUCTION. NO REPRESENTATION IS MADE EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER fff 0 S =0.97% ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR _ M I UTILITIES NOT SHOWN IN THEIR PROPER LOCATION_ w 0 p Z Z ( CALL BEFORE YOU DIG: 1 -800- 424 -5555 BE PER CURRENTCITY OF RENTON TRENCH 6 F INT'X NE 4TH STREET / w w w HOQUTAM AVENUE NE ',n STA= 427 +41.59 406 +00 407 +• 1_ 9 0 S =0.97% _ M I STA= 408+23.92 w w Z Z NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENTCITY OF RENTON TRENCH STA.406 +72.78, 6.0'RT RESTORATION AND STREET OVERLAY SSMH #13, TYPE B -54' 21M =463.0 DETAIL. E= 457.12, 8'(N) i n DO O 1 LO z 00 U) Q (~j J Z Q vU) W O� Q Z W 0 Z W f W J ('J Z Q J kn RECOMMENDED FOR APPROVAL 00 cL o SEWER PVC x CONC. MANHOLE r_ ® o O 3 Q; z a SMOOTH INVERT & CHANNEL NON SHRINK GROUT OL v 03 Hr C . yy � �3 F z SHEET 8' MINIMUM ° e' o . ° : e EXISTING SEWER A o O N M 11 CAST IN -PLACE CHANNEL & w TY SHELF i CC'S 35Q50S �PTwa+13i =442K/ of !�l o 1113H PORTION OF NW 114, SE 114, SECTION 14, TWP. 23 N., RGE. 5 E., W.M. SACKFYL MATERIAL w (SEE NOTE 4) - LIMITS OF PRE ZONE (SEE NO7E 5) CONCRETE a TE BASS C FOUNDATON LEVEL `(CLASS A DESIGN)•' —� w (SEE NOTE 4) LIMITS OF PIPE ZONE BACKFTLL MATERIAL (SEE NOTE FORDING MATERIAL FOR R PIPE (SEE NOTOT PIPE E S) _L FOUNDATION LEVEL B —A (CLASS B. C. D. DESIGN) BEDDING FOR RIGID PPE 1-A (SEE NOTE 4) LIMITS OF PIPE ZONE BEDDING —TENAL FOR F{OTE 7 RIPE (SITE NOTE 7) FOTMATKM LEVEL 3 n _1 (CLASS F DESIGN) BEDDING FOR FLEABLE PIPE M iES< I. PADIIOE IA�n.I saavT IA6R R+IB 2 .AVID TPPP KeNR wAIwC,ES I mwK:T emom "MAL A SOL M¢ OAHFY EST i1P Y OVER PPE PJFO 174P acc w YE'ENGSfIDP 4IID AEwBwtpP 6 I.E.Or . K SARIART SE.76 5E60 OF VE SfAI M eFF VIMIS FOI MVIN MIN -11' AID AfD �E06 NE PEE mE Y W K AC =EAM MOM% E1DYT P Q A 1101I]AC IKE MI® � WD. S— E P-112 m a IR'. a IwnDH llw E S A cvrwP m Siv NE.DIES' w RE SWARY sEW[AS SECIVW OF THE STVDAHD SPEaTCAns cm Roils AL =nW Y PER I= OF PPE INIERD SlML AN E I=wW V: SEE "BEmm .IEML PIN RDD Pr, w K 4mKIP-E5 swE 6 lIE STAWN SPEDeCWP6 FDIL THE WA$wl SIECECA120L 7. SIX 'IK[M 6IN>EIG[ PIw WESIE 1Yv. RE AIIa ms sR.l s STAMM S EUF CW= Fat DE MARma SPEINCASM& 0. RE UE AMOOM w%VN A YMIR A SM EJBR ELDR UE6 8WIM OAS PENS DFEKSM GA$ A fLl6 R GAS C CAS D CAM F C IR A Ip ux SAD TF, R T/a nn Ipt sm "ft rrQ A=, Da c 3/ DD. :/ton I/R • Ae 4' M 2r IR AND INDER A; MN. OVER 2r M PIPE HEDDDEG FOR SAWARY SEIOL x am ®Y Az H ®a 40 DWG. NAME- smac SP PAGE: awq os PIPE BEDDING FOR SANITARY SEWER NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILNTES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON- THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG: 1- 800 -424 -5555 ! PROPERTY LINE Z I — — HOE FRAME AND COVER a 8' SEE DRAWING BR29 N07ES: G FUTURE tY Y 24- ppJUSIMEryT (4' YIN.) 1, STEPS TO BE 3/4' .DEFORMED BAR GALVANIZED SAFETY 6" BLRLOING SEVER PIPE BUEONG SEER STEPS OR EQUAL. -- 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. i 12�s 4� STA SFRVKE .AA1tER PAWT LIFER RBA reSKFTED ,JOINTS 4, MANHOLE TO BE PER DRAWING R REINFORCED TEE WITH 6° SIDE OUTLET F I PORTION WIATE ANS SFEMEX ON SEE IN ACCORDANCE WITH ASIA 0-443 4. MANHOLE BECKONS TO BE OF REINFORCED PRECAST WORDING "SEVOr WITH 37 HIGH MACK LE IOM CONCRETE. AND 05 VIE MAPPED AROUND SHE STTA AND 'C' S. ALL JOINTS SHALL BE GREYED. BETE SEWER AND BUILDING SEVER $ I EXTENDED TO TFE TOP OF TVE STIR. STEPS - 3/4' E INCLUDE BAR 6. SANITARY SEER INCLUDING CH ES SHALL HAVE ALL EAE D) u STEPS SHALL E INCLUDED WITH A�HIGH SOLIDS GURETHANE COATING: (SEALED) UNLESS OTHERWISE APPROVED BY THE CIT.: MAZE TAP 1HRO76H CAST 6_1/2" 1 CONCRETE RISER BY PIPE INC.. WASSER MC- CONSEAL OR APPROVED EQUAL: IRON SADDLE SECURER 70 SEER MAIN WITH STA04F95 S ®_ BANDS Y YK OR APPROVED E— COLOR OF COATING SHALL BE WHITE. WHEN CONNECTING NEW SIDE SEVERS TO EXISTING MAUL •A• 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -u3 6D" ALLOWABLE MAX VITRIFIED CLAY. PLAN AND REINFORCED CONCRETE DI PPE AND Cl & CHANNEL. HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE FOR CAST IRON PIPE PPE SEER MAN LE S A TO E COTE DRILLED DIAMETER OF THE LARGEST. PIPE. OR DUCTILE IRON PIPE. T MAX PIPE SIRE - 'E' 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GTK IT pe7 ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. 1--3:5 MIX a lN�S F [R -BYO. ALUMINUM CONCRETE ��. GALVANIZER SYEEL BLOOOIF J��'L`� :4 ��' FlLOULETN RETIE SHELF A' •C• .D . 'E' . O 2A -YIN AQPE 4B' YH 48" 6'NIN. 5•MIN 24' 41N. 2.D. 1Z CAST BASE SECTION 54" YH 54- 6" MIN. 5:5- MIN. 24" MIN 24 I.D. ( r SIDE OUTLET TEE HORIZONTAL -- - OR CAST N SHELF. 60' VAH 60" 8" MIN. 6" MIN. 42' MIN. 30 " -I,O: SERER PAIN. CII/XREIE EO(XNG AN(iF. _ OF TEF AT YAN OVER 25 TYPI A aD �FER FVATON 6 YK (7TP) - ]ELEVATION SFANDAID SIME SLIER TNSIDIUATIOT (BEm SIN TO FwPwr LBO SANITARY MANHOLE TYPICAL DETAIL SANFFARY MANHOLE TYPICAL DETAIL NOTE: ADOPTED Y ADOPTED UNLE55 OTHERWISE SHOWN ON PLAN. SIDE SEER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY AmWI NOT TO SCARE CRY � 102x9Wl LSE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER 15 LOWER. > „M - � wAwoN® PIAWI IQ Rm I7/SE R• ®N LOklt •f:.M- e!S I.w9If3 LET P.TC H]/Ei m.w Han Pp . fTAG- NAME. BR39 SP PAGE 8078 Ammlmc anm Pa API DWG. NAME: BR28 SP PAGE: 8071 NEvI= TV STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) NEW MANHOLE PER AiWN SANITARY MANHOLE TYPIGAL DETAIL � I pZ Z F I? O w 2 M. 002 ` m V �4Jc a IL K �t 0 a m ° w le 0 m 3QQ g 0 mQ O Z O W O V Z U) n: O 6 J W LLB H a LLB J W w ® Cl) W 0 Z gz i C0 7 RECOMMENDED FOR APPROVAL NEW 8" SEWER PVC x CONC. MANHOLE DATE 03115/2007 CUT OUT EXIST. PIPE, MAKE ADAPTER (PVC PIPE ONLY) By: Dote: JOB NO. SMOOTH INVERT & CHANNEL NON SHRINK GROUT AFTER NEW LINE IS •3..- ACCEPTED. z SHEET 8' MINIMUM ° e' o . ° : e EXISTING SEWER A o O N OF CAST IN -PLACE CHANNEL & w TY SHELF i CC'S 35Q50S �PTwa+13i =442K/ MANHOLE BASE FOR CONNECTION TO EX. SEWER zi Z r. JW3 � I pZ Z F I? O w 2 M. 002 ` m V �4Jc a IL K �t 0 a m ° w le 0 m 3QQ g 0 mQ O Z O W O V Z U) n: O 6 J W LLB H a LLB J W w ® Cl) W 0 Z gz i C0 7 RECOMMENDED FOR APPROVAL d v m By: Dote: DATE 03115/2007 By: Dote: JOB NO. DWG NO. •3..- By: Date: SHEET By: Dote: OF b I l CC'S 35Q50S �PTwa+13i =442K/ in ry 00 M s M PORTION OF NW o tV `� r ( w m PLO a !: 003W ry s PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E., W.M. NOTE: !: �. STA.112 +47.76, EXISTING LL TO TE n p} W TYPE SSMH}j2, SHALLOW TYPE 8 -54" BEATHENCONTRACTORSERESPONSIBIAPPROXIMATE ITUSH ITY THE EXACT VERTICAL AND HORIZONTAL LOCATION OF 6 i) ILWACO PL. NE RIM= 4.54.446 CA. 19 JERICHO PL. NE DETERMINE IE= 418-}#, 8••' E) 449.19 44S•24 ( .- u•1 �_ i / ADJUST TO FINAL GRADE G ALL EXISTING UNDERGROUND UTILITTES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION. IS MADE THAT ALL Z Z p IE= 44824 s° FF(m n) =4 4.0 I EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER Z E ow, r-' SHOWN OR IT Q e - ' ,._., , \ S TA.306+39.98, 24.49•LT UTILITIES T ES NOT SHOWN IN THEIR ROPERTILOCATIION. D _ _ __ __ �_ _ �_ _ �.,� 302 +00 4583} - ...IaW ___ \_, 335201 SSMHj�4;7081, 6'i�T c7 •DLL CAII BEFORE YOU DIG: 1 -800 -- 424 -5555 O W 1 J ....__!- ._3000 - ---}- - - J_ . -_� �., / " "•'304 +00..... 'mss olh- ST�-„! �..'; ' &5 +00 "" - i .. -` -� �x• RMNNEORTSPLATES- IE= 44-7-6$, 8'•(S) AS- BUILT441 E= 4+7 -73, B "(W) NEW 441.0 RIM =464:6 'iFoS Z IE= 4y5 -87, 8 "(E) A% STA.203 +59.08, 6.2•LT V- ';?':i:;.J - -, --- I .. ` ...- ,` xa IE= 455'1'7 8° N S 454•°q O O 0 , :- �� -- ' -. --E x'00 _ .--rte g„ °' SSMHj9, SHALLOW TYPE 8 -54" RIM= LIz*.% 5 (- Q C7 n$ . , -,3 +, - ,:.a.: -: - ... -..?r: STA.207+00, 6.0•LT ,. , ,.., i; 1(/, =` ,, . �:. �.,;.ti •` .� „, -��, ,. -- =� i` 439e3C S2 Z d 9 �a Iii $ $ Z �I ..,..`.� .. r -xAv - - -� SSMH #7, 48° �;il ,_s, ,. ,y, n �. �p Rr ^ +, i RIM= 456.22 I I , ; 1 ( 4, J 1 '95L ®85 "S$�D.I�e 63 I =4FJ 8' N W 4472, (, II V7 Q 06 IE= 449.49, 8 "(SE) ��� F� /rl z vi'� VA- ' t • �• __. g dr . �_ ._ O •S2 C %5 i Lm 00 l %, Z + IE= 449.59 8'• N I,r. I 1 II . �S' ., '.' D 28LF, 8•SS ® S= (189+°6 36 A LF, 8 SS PVC ®S =0;�% Q W w O EXIST. HB PHASE III 2 D �. �. RENTON DRAWING S- 311503 RIM= 455r894r75 ff1 11 O I I I NO 6 �0�.- , t: .. QF I �° C to mN-.1 ro� +o W W ADJUST TO FINAL GRADE (I I f 'a ( m >- W IE= 419 -1�. 8 "(EX. S) �q,22 I II (1 ,=. T .. i mb a oo_ mom" Z I rn z o, z J O W E= 479 -2?, 8 "(NEW)444,12 I ( I I� �IQ I I o /� n m'. d m n o .ir zp -.n a a r -I ° Z 1: = N �o o. - I m l i y p, - NOTE: SIDE SEWER TO BE 6" PVC GRAPHIC SCALE by. � C @ S =2.00% MIN. (TYP.) o zs so 100 z ° PLAN - NE 6TH ST EET a m PLAN - DRIVEWAY OFF HOQUTAM AVE NE 1 Inch = 561 Mat 3 J c EZ" i w o U I�-I W IL - - PVI STA - 305 +87.94 LOW POINT ELEV. = 452.50 w v 470 _ LOW : POINT STA 307 +65.09 470 V 1912 _ _.. PVL ELEV -. 4455..1.1 - PVt STA "= 307 +90.25 m A.D. = -0.51 K = 194.40 ',PVI ELEV = ;451.90 A.D. = 6.38 PVI STA = 11 +09.24 PVI ELEV = 462.13. r "Tj W 3 100.00' VC K = 15,58 A.D. = 1.27 �v all c o : :... a 100.00' VC K 59.11 w> a .. ...... .__... ........_ ..__. __ _m ...... _..... ....... ....... ... ....... ..... .... .. 75'.00' VC' _._.._.. ........_. _.._.. ....... + n Z2 Ov M aM 46.0 . . ..... ^F o 460 470 470 .. . .. .. .... .... _.. _... bv J W ° ir FJ �Fa a -_ N- a> ........ -° $ 2.009' I 589 / II �� -- - .73% q �--- o 450 ....450 460 .. ......... ......... ...... ... 460 .._.. ......_... ;_..... ..._ 0 95LF - ----It SS 355! F 3 z - D.I. ®S - --\-�- ��.. - °-. { } C S�..0517 AS -WL7 I!: 0 9 Ln o L UNpF R s � .y o SHO ?I P„kN:S __9 _._ -t1Y 3m 0LF.$ SS.PVC Z z .... .... ® . -S= 0.80 .. . N I vJ m3Q'V-v - Wv- Q e 440... a5 ° �v a ......_.. _.. _... ._.___ _... ._. 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S -3 3 8 506 DWG NO. _ ' Dote: SHEET Z : By: Dote: 1 70F 21 003W -- N tV ff �� PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP- 23 N., RGE. 5 E., W.M. NOTE: o p STA.201 +32.0, 6.0'LT ST1k.203 +59.15, 5.0'LT STA.204 +78.66, 5.9'LT EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE SSMH#10, SHALL` W TYPE B -54" SSI4H#9, SHALLOW TYPE 8 -54" SSMH#8, 48" ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RIM 4'G4 -69 F!� RINI =498.6 45$'1( RIM= 487c}{451.1% VERTICAL AND HORIZONTAL LOCATION OF IE 454 -7 3, 8 "(s) g54�21 IE= 4§2.33, 8 "(S) 462.28 IE= 451.33, 8" S ALL EXISTING UNDERGROUND UTILITTES PRIOR TO COMMENCING z z IE 454-99 6" IN 54.31 () z z 8 E 451.43 8" N CONSTRUCTION, 0 REPRESENTATION IS MADE THAT ALL FO zo IL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER z z � 43 N =tt ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR � a W a- >; ;t , �' l UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. O O CALL BEFORE YOU DIG: 1 -800- 424 -5555 p Lli 0 C) �� O 0 O ... 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'ri+u° �`II ( )44x.22 < e 67 r: 66 .-. 85; �' 84 7�. ® rz 41 �!, u ° a` O° �. - °o �(.� 'z W 80r z 11 gam' W STA.207 +00, 6.0'LT 4 < w w SSMH #7, 48° w z "� .. � �I H RIM= 456.22 8 7 , I " t' I %� J: IE- 44919, 8 "(�E) 410-r -4- Z M o CID PLAN - ILWACO PLACE NE l Q O O 3 Z 1 " =50' 50 0 50 100 o Scale Feet o Pr p7 O W NOTE: SIDE SEWER TO BE 6" PVC a m S =2.00% MIN. (TYP.) � 8 __ rt z a 480 ! : - .. __.... .._.. 480 W Y s i o ... _.. 470 .......470 _._ _.... ...._. • m II} `� u9 z IAN N 11''10111 S Cie _......, ... _. ..... _. __...... .... T= HO;'I BIR I E P I III SSMH{�7 ;STA 3 +42, 5' RT. o v o - - CITY OF RENTON PLANS S3115 -03 460 z .... ...... 460 z i°n a ... .. _.. ........ .. z a 127 o � w _ .. O F a "s3 ® a,8o% J s=9-e6 120 _,.. _ u- - 8 "SS ®s= G.@09' 220 .. _...... O o - 450 m : - i 0 F 8" S N z'ti -BLF, 8" SS i ® ®17 Z ...... } _ .. ....... ... _.......CL ;.N ... .. a S =0.80% I S= gg676: ED _ F�4 .'v .. .. ..m' -,.� ...... ........ .. 450 IlI J3�N m H N j _µ_. .... ........ ........ ......... ... ....... o _ a m �D ...5 =0.61 % AS —BUILL Q „j S STA.207+00 6.0'LT z �r o SS 4 Q .i .._.._... o Qx`riD in id 3CpV ,o IM =45622 J ,........ ... .. ..�i N _..,..... 0 2:' �o EXIST. PHASE III _..__.. a ao dAF'S4E 44949 8° SE) _ LLI 4 � � M N m a' r z n a ...j4�1,644E =4'49:59 8 "�N).... ....RIM =44549 - 456 91.... .. ...._.. __... ...._. ..._ J > W - n x + "� o a - IE= 449x78, 8"(S),449-12 0 tv a u a a 28LF 8 "SS ® S= 8r8BY "o IE= 4+92Y, 8 "(NEW) It49.22 - UI V1 0: X1±1 LJ N S 11 :h H IN � ill iy 3a 1. aS / , 5 0 5 ... 10 .. .... _.. _... _.. - �N� n I rn tn�__ - : VERTICAL: 1' =5': W U.I o MFX W.y, _. . S Feet cale J - HORIZONTAL. 1 " =50. ...5 ._.. .., ..,..5�.. :...1 (�0... Z �. ...... Feet 8 _... 201 +00 202 +00 20a +00 V1 L'C 200 +00 203 +00 205 +00 206 +00 s 338507 RECOMMENDED F R Ai PR VAS ul 207 +00 _ PROFILE - ILWACO F'LACE NE :. ._. .._.... i _ o DATE B �� 03f+srm07 - 8y� Dote: JOB NO. ....... ......... _.__.. .... :.._.. :... _.._ '........_.. - 1 z BY Date: OwG N0. SH ET BY Dote: V OF 21 CN3',s- 33TS07 CD'.S 33�d�o2 ^ n" PORTION OF NW 1/4, SE 1/4, SECTIO14 10, TWP. 23 N., RGE. 5 E., W.M. , N m W W HEIGHTS 2 o aP _ SH "�,1� -- VOLl 2 T 32, PG. 62. STA.101 +50,0, 6.01T STA.102 +36.0, 7.34'LT "`��' - - \� °W w� ^, STA. 0b +39.98, 24.49'LT OF 1Y z SSMH#6, 48" SSMH# 48" TA.105 +49.0, 28.31'LT �' wsrex : �p� f w z EXIST. SSMH INSTALLED UNDEB- RIM= 465:46 4�olJ •�}% RIM = 464 -63. 4104.7�j SSMH c4Q, - ,e �J STA.70S +90.3, 'i. -p�� \ / �� STA:4.2 +47.76, 6.0'Lf �,. gVNNER SCI -TORT PLAT S- 3,,35201 K Wa' �. s $ 3�g SSMHj/3 S ALLOW ITP B -54�" /� g SSMH# SHALLOW�IYPE B -t RIA_453.@H•� ,r g LL LL IE 4yi -43, 6 "(E) 456.09 IE= 4=✓Sc3?•, 8 "(E)41% -22 0 ��^ o �E � !i o O O tUn y RI dP7.4 RIM= r^ IE 467x49 6" NW SW IE= 45S4T, 8" W 5.3 - - 4�a -�'7. a "(s) 45I.9Q yg� I5 `Tr S 454:4e 41•� y3i IE =44:3 8 (S)_.A5- BUILTQQ r� r IE= 454-@9; 8 "(W) 492.49 less" _ - 8::( \ � r §a°: 1�4kLQ -4i• B "(E) <i4,� IE =4 8 - NEW-'. 4 � �)O_M CU CU 00 o w I'�rr ,�4 L}56'19 IE =,464 -,4., (NE)452.10 is IE =450. 8" - -- - -`�/ IE- 114+8�'t_ „ 4`49 a - r r R nanoo n. J 1� r gi a p l 00# -. -- r- - - a" Q S ,, ';; ,,. ,.,. _tt* , -., . „ <:'s= . - - , , ✓: " FF( IN) -455.0 1.. t - �F laV2) (7 �. 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TREET a00, - ,FF(4N =45&0, � W o:• z _ w , HO LA ,1a , J 0 . ,,' 7 't ` f O. 1`U�f)0� rl + 101 +00 rf , r�, ,� '� , °° ' ,e o r, ;q vi .,n ? �o �ri - o. o o IF ' j ' ei; o + =462:0 -? 1 IFF MIN 450 0 ;,..... ® ; `* !; •.� _. ,a �; s:.v); .n �n vi - NIA: ,n in` vi ° urc , ''V! �•.+�� .y" t „ ,.. «..,., q. =. ,. r <, ( ..�.,.. "' ,' ,.::II ., : ",.a C'z,vls d:. v. a t ` N , N �.. V>•. �S .'v 'i „NL =,7,th �; s n, a' u a a� . , dd •... E O Z Z 11 Z� II II' II, II �+.�. - ,1 '::,.. O i r-' , •`,. ', .. -.r , 43 42 - - , r' 7 ,Z' 40 Z� 39:Z, 38 3 36,z 43- g z zt �s m Oi I a' ,', ' i:. - O 4 35 • 31 _ 601 , .' ,.. :,. 13 „.� u.'. �'. -,' O.w �. 33 � w ,z M _.. " PLAN - NE 7TH STREET i "Zo PLAN - NE JERICO PLACE NE o M o" m J 50 0 50 100 50 0 50 100 ggq¢o O Zp o p Scale Feet Scale Feet w cd o N o �i /- w � w nn'. PVI STA = 700 +66 � - eeii et77 1 a PVI ELEV = 465.64 p a a U a a 460 _ A.D. = oss _ _- NOTE: SIDE SEWER TO BE 6" PVC. _ _ 4e0 __ z K:'_ 150.79 - __.. ...... _ _._._ .._.. ... .. .... MIN. vc 0 S =2.00% MIN. (TYP.) w 3 ^a _.. ....... _.._. __ ...... .. __..... ........ ....P4 STA 107 +08.09 ___._. ......... ___. _._.. __ ..... .......... ........ ..... _...... ..... W > m PVI ELEV = 457.06 O m + a1 A.D.'. = 0.73 LOW POINT ELEV = .454.44 _ 3 N K =1 408.96 LOW - 3 V PVOIST STA 111+80.513.68 U > w 300.00' VC 470 F 470 a ...N ......... , .,....... ......... .. _....PVI..ELEY..- 454.2,1. .......... ....... _ t ! .rn A.D. =82.60 +01 100.00' VC N M : 0 _ _ NN fN 460 .m 460 .... .,.. .._. .... __.___. .... ..... .�.\... ._ i o. 5a o o o SS PVC .o .. :........ ..._. ... ._. ...�•89y_.. ._.... 33 ©LF, 8 "SS PVC ®S_O:RS�.... _._._... ...... �.e\ _. i� ......... ......... ........ ,...\. .... ......... ..._. .. ............. .... 0 6D% 0 i a 8 °SS � _ a 450 _.. L.' .____.. ._�..._ ....... _... i ___.. ._ ..... ........... i.. .__.. _....... ._...... .......... _LF 8 "SS.' PV.0 .. ®.5 =0.50 %,... ......_ .... :450 ....... .._... Ll') \ O N Q OI tt- d.: li I _... ........ ty,.. •(M� .. ....... ..... j O. Q" J O od co �wz ^w3 " �3 -.z.: �Nwz , n.� er �:v : o z^ Ill W q� mo 4m mm ci mroo = mm o� I 6 Co CCpp _. .. _o - ....._.o .. .....r ......... _.. _... oap. _.__. ....... ...._... ..._.._ ......_.�,� ...._.... ....... ...._. _.. _.. .. ^SP 0 wi O ,O _ ,.... .. t3dh .. .... _ 11 II 4 II II Q'. E II II II :� II II N W& w w V 0 FX W W I- . w- w w w : h N. I I W W - .. � ''w^^ � NVI D:___ NK__ _ hN� II 11 � � z 100+00 : 101+00 1021+00 1031+00 104 +00 105 +00 106 +00 10X+00 108 +o0 109 +00 1101+00 111:+00 1 12 +00 Z z Ln g8 PROFILE - NE 7TH STREET NE JERICHO PLACE NE A15, lu1.T le 11 a W RECOMMENDED FOR APPROVA v to S: - 338508 ' 0 5 10 - VERTICAL: 1 "= 5� By: v I�iwn. Dote:.lr�V ,�l 6 DATE 03N6/2007 . ... i.... -_'. .. 'Scale et a JOB NO. I Fe _._.. ._... i.. .i By: Date .97 .. .. _._._. ..... ..... .. ..- _.... .. HORIZONTAL:- 1 " =50' ...50 _. _._.0 r�0......._ 1 0...... DWG NO. o :Scale Feet By: _Date: SHEET z By: Dote: 190F 21 a�; 5- 3385��' cars- 33tiso3 ei��.': -wy omosw W M M !3 0 0 7 a J n E HOQUTAM AV] _ o O N p a 4 0 ST S' $ 0 U PL V le O o� N � rc r O W I J 10 Z Q O � Z � 06 ° � g Z �w wOf J w 0 Z Q r%4 Z Op PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E., W.M. 2'* 10 1 � IE4456.b V`J Abe ru 46A0 :W 2 (. 2 2 PF l �l ��Ox 4560���p6r+ 00 � o STA.401 +65.09, -WRT SSMH#12, 48" RIM = 467.+1:52 _ s NUE NE ° + .2.O L'r 5•C;L -T .404 +70.31,RT FRIM=463. +72.78, 6 4H #11, 48" 3, TYPE B -54" =46" 44,%i,02 8 4(93,)0 466.0 8 "(E) 4rAO -P, 8 °(N) Q56gJ, 44&.-+-7: 8" NS "A94 Ic- -4c'%.✓ oo idle) PLAN - HOOUTAIM AVENUE NE NOTE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITTES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 OF STA. =421 +41.59 zl ZI NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENTCITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 2 P, offill E HOQUTAM AV] o O rc p a 4 0 ST S' s NUE NE ° + .2.O L'r 5•C;L -T .404 +70.31,RT FRIM=463. +72.78, 6 4H #11, 48" 3, TYPE B -54" =46" 44,%i,02 8 4(93,)0 466.0 8 "(E) 4rAO -P, 8 °(N) Q56gJ, 44&.-+-7: 8" NS "A94 Ic- -4c'%.✓ oo idle) PLAN - HOOUTAIM AVENUE NE NOTE EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITTES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 OF STA. =421 +41.59 zl ZI NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENTCITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. 2 P, offill o 50 0 50 lool ` 1 " =50' 3 Scole Feet tWr_7 a � O rc p a 4 0 0 $ 0 U PL V le O o� N � rc o 50 0 50 lool ` 1 " =50' 3 Scole Feet tWr_7 a � O Q o � o (ary w I 0 N \ N o� Z Op 0 _z U) O 0;i wO �z W LL) ry J 0 z Q J a D 7 0 Y �Q 0 F -L D 0­4 W 1? 0 Do 0) m 0 a ppS Q I! o Y VJ J NW w W ,W VJ z 0 V) o: In IN PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E., W.M. FOUNDATION BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) — FOUNOATION LEVEL 9::`:•iiiiiii••iiii• • • (CLASS B. C. D. DESIGN) BEDDING FOR RICID PIPE I- IN (SEE NOTE 4) -1, LIMITS OF PIPE ZONE (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE PIPE BEDDIN( NOTES 1. MA NDE UNIFORM Stt• T 18DER BNHIM.. 2. HARD TAMP GNDEN NAUNa1E5. 3 COMPACT BEDDING M.t7 MAt TO 959 NOR. DENSITY EXCEPT DIRECTLY OVER PIPE. HIND TAMP ONLY. A. SIX EMAkVARGR AN'.) R2PARATON OF TRENW' N 1HE SAAANRY %N4RS S_ MUM OF NE STANDARD SFEODCTAMONS FOR FRENCH WON "If AND NONCOM MOONS NE PIPE ZONE AOL 9E NE ACTUAL THAI WON. EXCEPT FOR CLASS A BECOMING, NO MNMUD CONCRETE WON SMALL RE 1 -1/2 L0. • 18'. S TRENCH BACKRLL S - CONFORM 10'WACKFALNG SEWER TRENTBES' N NE UNITARY SEVERS SEWN CF ME STANDARD SPECINCATIONS. EXCEPT NAt ROCKS OR LULPS LANCER M.AN t" PER FOOT OF PIPE DMMEMI! SW NOT BE USED N THE SAD N.L MAMRIA, 6. SEE "EEWNG WATER'.AL. FOR MOD PPE" N NE AGGRMCATES SECTNPI D NE STANDARD �OFICAIDRS FOR THE MARMA. SPECOTCAT1ON5. 7. SEE "BEDONO MAMEHAL FOR FLEMBLE APE' IN NE ADREGAMS SECMCM a STAM)X SPEOFlCAIMIN FOR TIE MAMMAL SPECIFICATIONS. & PPE FAEt SE AKHC,RGD N SUCH A MAIM AS N ENSURE ROW UNE IS MAINTAINED. MOOING BASS DESIGN DIMENSION CLASS A CLASS 6 CLASS C CIASS 0 CLASS F A C' UK 11/4 1D. 12" MAS. 24" MIN. JWN END o B 1/4 D.D. 1/2 Mo. 1/B DO, ZERO aD. C 3/4 D.D. 1/2 all. 1/B O.D. . 0.0. - z -2"x 4 STUD SERVICE MARKER PAINT UPPER -TEE WITH 6" SIDE OUTLET SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR III PORTION WHITE E ANN STENCIL ON SIDE SURFACES. INCLUDING CHANNELING, COATED (SEALED)'. V L) *SEWER' WITH 3' NIGH BLACK LETTERS. SE BLOCKING ANGLE SEWER MAIN w AND #6 WRAPPED AROUND THE STUD AND AND /6 6" SIDE SEWER AND BUILDING. SEWER AT MAIN OVER 25 $ DT EXTENDED TO THE TOP OF THE STUD. STANDARD SIDE SEVER INSTALTATION a UNLESS APPROVED BY THE CITT, MAKE TAP THROUGH CAST W MAIN TO PROPERTY LINE) NOTE: IRON SADDLE DDLE SECURED SECURED SEWER MAIN WITH STAINLESS STEEL BANDS 0 DIAMETER OF THE LARGEST PIPE. z 0 V) o: In IN PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E., W.M. FOUNDATION BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) — FOUNOATION LEVEL 9::`:•iiiiiii••iiii• • • (CLASS B. C. D. DESIGN) BEDDING FOR RICID PIPE I- IN (SEE NOTE 4) -1, LIMITS OF PIPE ZONE (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE PIPE BEDDIN( NOTES 1. MA NDE UNIFORM Stt• T 18DER BNHIM.. 2. HARD TAMP GNDEN NAUNa1E5. 3 COMPACT BEDDING M.t7 MAt TO 959 NOR. DENSITY EXCEPT DIRECTLY OVER PIPE. HIND TAMP ONLY. A. SIX EMAkVARGR AN'.) R2PARATON OF TRENW' N 1HE SAAANRY %N4RS S_ MUM OF NE STANDARD SFEODCTAMONS FOR FRENCH WON "If AND NONCOM MOONS NE PIPE ZONE AOL 9E NE ACTUAL THAI WON. EXCEPT FOR CLASS A BECOMING, NO MNMUD CONCRETE WON SMALL RE 1 -1/2 L0. • 18'. S TRENCH BACKRLL S - CONFORM 10'WACKFALNG SEWER TRENTBES' N NE UNITARY SEVERS SEWN CF ME STANDARD SPECINCATIONS. EXCEPT NAt ROCKS OR LULPS LANCER M.AN t" PER FOOT OF PIPE DMMEMI! SW NOT BE USED N THE SAD N.L MAMRIA, 6. SEE "EEWNG WATER'.AL. FOR MOD PPE" N NE AGGRMCATES SECTNPI D NE STANDARD �OFICAIDRS FOR THE MARMA. SPECOTCAT1ON5. 7. SEE "BEDONO MAMEHAL FOR FLEMBLE APE' IN NE ADREGAMS SECMCM a STAM)X SPEOFlCAIMIN FOR TIE MAMMAL SPECIFICATIONS. & PPE FAEt SE AKHC,RGD N SUCH A MAIM AS N ENSURE ROW UNE IS MAINTAINED. A . 4" UK 2T I.D. AND UNDER 6" WIN. QUM 21F' LO. PIPE BEDDING FOR SANITARY SEVER ADOPTED CITE' OF MINOR ,N, PMNB LOT OATS: N Mar 4/n Pt N T UPPR DING. NAME: BW18C SP PAGE:807 ITARY SEWER MOOING BASS DESIGN DIMENSION CLASS A CLASS 6 CLASS C CIASS 0 CLASS F A C' UK 11/4 1D. 12" MAS. 24" MIN. JWN END o B 1/4 D.D. 1/2 Mo. 1/B DO, ZERO aD. C 3/4 D.D. 1/2 all. 1/B O.D. . 0.0. - A . 4" UK 2T I.D. AND UNDER 6" WIN. QUM 21F' LO. PIPE BEDDING FOR SANITARY SEVER ADOPTED CITE' OF MINOR ,N, PMNB LOT OATS: N Mar 4/n Pt N T UPPR DING. NAME: BW18C SP PAGE:807 ITARY SEWER 1:3:5 MIX I PROPERTY LINE NOTES: CONCRETE BLOCKING Y� 2' / O,f SV STEPS TO BE 3/4' P DEFORMED BAR GALVANIZED SAFETY s 24" MIN. JWN �N'F AI-: o STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS FOTURE 6" BUILDING SEWER PIPE �� RUBBER GASKETEO JOINTS � BUILDING SEWER CASTING TO BE PER DRAWING BR29. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST IN ACCORDANCE WITH ASTM C -443 HORIZONTAL CONCRETE. O 5, z -2"x 4 STUD SERVICE MARKER PAINT UPPER -TEE WITH 6" SIDE OUTLET SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR I PORTION WHITE E ANN STENCIL ON SIDE SURFACES. INCLUDING CHANNELING, COATED (SEALED)'. V L) *SEWER' WITH 3' NIGH BLACK LETTERS. SE BLOCKING ANGLE SEWER MAIN w AND #6 WRAPPED AROUND THE STUD AND AND /6 6" SIDE SEWER AND BUILDING. SEWER AT MAIN OVER 25 $ DT EXTENDED TO THE TOP OF THE STUD. STANDARD SIDE SEVER INSTALTATION a UNLESS APPROVED BY THE CITT, MAKE TAP THROUGH CAST W MAIN TO PROPERTY LINE) NOTE: IRON SADDLE DDLE SECURED SECURED SEWER MAIN WITH STAINLESS STEEL BANDS 0 DIAMETER OF THE LARGEST PIPE. ADOPTED SI WHEN CONNECTING NEW SIDE SEVERS TO EXISTING MAIN. 60' ALLOWABLE MAX. .MAX. PIPE SIZE - (SSSE?,/WER CITY DP R6MDN VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl FOR CAST IRON PIPE DD (��Y4�+�(���( « BFT DAWO PLANS 4'`C)Y PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCMLE IRON PIPE. -CONCRETE SHELF /X 1:3:5 MIX �" SEE DRAWING BR29 NOTES: CONCRETE BLOCKING Y� 2' / O,f SV STEPS TO BE 3/4' P DEFORMED BAR GALVANIZED SAFETY 5 "MIN 24" MIN. JWN �N'F AI-: 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS 5.5 MIN, 24 MIN: _2V MIN SLOPE RUBBER GASKETEO JOINTS 3. 4. CASTING TO BE PER DRAWING BR29. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST IN ACCORDANCE WITH ASTM C -443 HORIZONTAL CONCRETE. O 5, 6" SIDE OUTLET TEE STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SEWER MAIN SURFACES. INCLUDING CHANNELING, COATED (SEALED)'. V L) 6" MN, CONCRETE BLOCKING ANGLE SEWER MAIN WASSER MC- CONSEAL OR APPROVED EQUAL; OR APPROVED EQUAL pF TEE AT MAIN OVER 25 TYPICAL Vp SEWER ELEVATION 7, STANDARD SIDE SEVER INSTALTATION ELEVATI ON WITH ASTM C -443. W MAIN TO PROPERTY LINE) NOTE: w 0 DIAMETER OF THE LARGEST PIPE. ADOPTED UNLESS OTHERWISE SHOWN ON PLAN. SIOE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY .MAX. PIPE SIZE - (SSSE?,/WER CITY DP R6MDN LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. DD (��Y4�+�(���( « BFT DAWO PLANS 4'`C)Y OR GALVANIZED STEEL -CONCRETE SHELF 181' DNTBI 12/N g11 nWf.. NAMF- RR10 CP PAf.F-RO' (SEWER MAIN TO PROPERLY LINE) CUT OUT EXIST, PIPE, MAKE SMOOTH INVERT & CHANNEL AFTER NEW LINE IS ACCEPTED. 8" MINIMUM LE NEW MANHOLE PER STANDARDS NEW 8" P PVC x CONC. MANHOLE ADAPTER (PVC PIPE ONLY) ION- SHRINK GROUT EXISTING SEWER \ CAST IN -PLACE CHANNEL & SHELF 12" MA 7' MIN. MORTAR FILLET A�I�06 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT, SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555 MANHOLE FRAME AND COVER SEE DRAWING BR29 NOTES: By: ADJUSTMENT (4• MIN.) 1, STEPS TO BE 3/4' P DEFORMED BAR GALVANIZED SAFETY 5 "MIN 24" MIN. STEPS OR EQUAL. CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS 5.5 MIN, 24 MIN: ARE INSTALLED. RUBBER GASKETEO JOINTS 3. 4. CASTING TO BE PER DRAWING BR29. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST IN ACCORDANCE WITH ASTM C -443 MIN. CONCRETE. O 5, ALL JOINTS SHALL BE GROUTED. STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED OF 21 SURFACES. INCLUDING CHANNELING, COATED (SEALED)'. V L) WITH A HIGH SOLIDS URETHANE COATING: CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL; OR APPROVED EQUAL COLOR OF COATING SHALL BE WHITE. W 7, RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. W B. CHANNEL HEIGHT SHALL. -BEA MINIMUM OF 3/4 THE INSIDE w 0 DIAMETER OF THE LARGEST PIPE. 'E' 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING CPK'. .MAX. PIPE SIZE - W ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.'. IAODER -STD, ALUMINUM DD OR GALVANIZED STEEL -CONCRETE SHELF Z g11 N � -PRECAST BASE SECTION OR CAST IN SHELF. I --I t- 6" MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 5- 338510 x$'15- 33551 SANITARY MANHOLE TYPICAL DETAIL Y ADOPTED CN)' OP HMO •�♦ MI DAN , FUND! RATO 1' IyBN DWG. NAME: BR28 SP PAGE: BC Z aa)) By: d8" MH 48 8" MIN. 5 "MIN 24" MIN. 21' MID. 54" MH 54 8' MIN. 5.5 MIN, 24 MIN: 24" I: D. 60" MH 60" 8" MIN 6 MIN. 1.42" MIN. 130' I: D. I 5- 338510 x$'15- 33551 SANITARY MANHOLE TYPICAL DETAIL Y ADOPTED CN)' OP HMO •�♦ MI DAN , FUND! RATO 1' IyBN DWG. NAME: BR28 SP PAGE: BC r r w 0 O LLl Q 2 W V Z m;a z W a: d Z aa)) By: CL DATE D By: Dote: O JOB NO. O O ZO a 0 U) Date: J O O rr it G By: W F— OF 21 cl�'S- 350505 V L) ° W N W W w 0 a W O DD Z g11 N � r r w 0 O LLl Q 2 W V Z m;a z W a: d Z aa)) By: CL DATE D By: Dote: O JOB NO. 0 U) Date: J ET By: W F— OF 21 cl�'S- 350505 W a ° W W W w 0 W J Z g11 RECOMMENDED FOR APPROVAL. 0 aa)) By: Date: DATE 03/16/2007 By: Dote: JOB NO. DWG NO. By: Date: ET By: Date: 21; OF 21 cl�'S- 350505 8Cw1 € *:t' +j.:;i f�,��7