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HomeMy WebLinkAboutzS-2030Setz 3 Q 0 m O wpN t,J —Z m Of _j — C) N Q LLJ w V) O 4_ m O U DATE I PRINTS TO �1 l�OtlIJtJArGv s MATcN ONE_ \ql\ % 01'05",2- E 53C. D' MK LAND AU9; N�_ C ' i g T �cISTrNG CLf.ANo1dT >- a PER OVYNER - (FIELD VER1fY) I► � �i \ �, 4 – o � K�(lpG 56 (Ar'PRoX. 101J) \ y I d i �— -- �Ao 0 R 1 � sow lii SNF.�( hD C7 a? 6:56 (APPROX. LOCATI ohl) IJ OTE:: SITE KEY MAP fIELD C,0Wn URE Df51 =NER 5TUBTc) ALLOW C.ONTINUM, fULICTIOKIN(� Of ExISTINC, LoTZ's1Df- SEW'EFG C0I-Ir.IEcr-lokj ToTml1 LINE 15 NOT ^' PART or= T,61S COIJTRAC-T I 1 � V � s �z ' yep � \ � I �1 SIDE SEWER WYE LEFT 8 "X8 "X6". IE IN =373.50. ��lin (t 1 3 ^� 8 ti `r' ) I,,,) Q-`d' — „8 Al CAP ABANDONED SIDE SEWER. a ,4A I 3 � N J zi �1 l�OtlIJtJArGv s MATcN ONE_ \ql\ % 01'05",2- E 53C. D' MK LAND AU9; N�_ C ' i g T �cISTrNG CLf.ANo1dT >- a PER OVYNER - (FIELD VER1fY) I► � �i \ �, 4 – o � K�(lpG 56 (Ar'PRoX. 101J) \ y I d i �— -- �Ao 0 R 1 � sow lii SNF.�( hD C7 a? 6:56 (APPROX. LOCATI ohl) IJ OTE:: SITE KEY MAP fIELD C,0Wn URE Df51 =NER 5TUBTc) ALLOW C.ONTINUM, fULICTIOKIN(� Of ExISTINC, LoTZ's1Df- SEW'EFG C0I-Ir.IEcr-lokj ToTml1 LINE 15 NOT ^' PART or= T,61S COIJTRAC-T I 1 � V � s �z ' yep � \ � I �1 SIDE SEWER WYE LEFT 8 "X8 "X6". IE IN =373.50. ��lin (t 1 —� 10 55 LF +- 6" SIDE SEWER. CONNECT TO EXISTING CLEANOUT- `r' ) I,,,) Q-`d' — „8 Al CAP ABANDONED SIDE SEWER. a ,4A I 3 � c J SD 5.1 SANITARY SEWER SYSTEM FLAG NOTESi N6TE5�, A7r,Ly V fHl i �>N r-r T 6NLY) * OEXISTING SANITARY SEWER MANHOLE (SSMH): RIM =379 -58, 8" IE= 362.28 OEXISTING SSMH: RIM =375.12, 8" IE- 360.77 O EXISTING 8" SANITARY SEWER (SS) DROPS 1.51' IN 402 LF FOR AN EXISTING SLOPE - 0.375% ONEW SSMH *1 (DROP TYPE) : RIM -MATCH EXISTING PAVEMENT, R //'a (APPROX 376.0). PLUG IE IN =368.00, N /S8" IE =36.1 20,< . E8" IE =361 -:30-- *- DIA -M.A,` O5 �77LF, SS8" @ 2.�% 6 SIDE SEWER WYE RIGHT 8 "X8 "X6 IE 370 38. 7 38 LF, 6" SIDE SEWER PER SEWER STANDARD DETAIL (TYP), CAPPED FOR FUTURE CONNECTION BY OTHERS. SEE NOTE- *v 17(r �yjYt �J1C` / \ /f Tn �AJho m. toe -_-3KioAINb) N r cc. pNJ �p�IUA7iol. �A! �il'tF1TIGN) 3, AI,I, i�f� =i T�h a Gr r�l `e �. HC��I a A2 E 1fii� FIr-,LD \/15FIZIF`f, 99 SIDE SEWER WYE LEFT 8 "X8 "X6". IE IN =373.50. ��lin (t 1 —� 10 55 LF +- 6" SIDE SEWER. CONNECT TO EXISTING CLEANOUT- `r' ) I,,,) Q-`d' NE 18TH S AND KIRKLAND AVE. NE, PC CURB RETURN. CAP ABANDONED SIDE SEWER. I I x I I I I I A I I I I Y I I I r I A A I t I i 1 , `. z m 1 `'i �t 0�� CFP I REVISION 6V APPR i Y I j .._m 1 W U � ? N Elc 1 a'f RECORD DRAWING GRAPHIC SCALE 20 l7 10 w 60 ( IN FEET ) I two - w �w ®MU ARCHITECTS PLANNERS ENGINEERS Renton, Washington 98055 -2977 Ph­ .(206)226-3522 F,,:(206)226 -9115 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS RENTON SENIOR HOUSING SANITARY SEWER PLAN DESIGNED: DATE S / X11 FILE N0. DRAWN: CHECKED: SGALE FE 8001(: PACE APPROVED= _ _ SHEEP: OF: S -2030 SD 501 i Y , 1 Y i 1 Y 5 e BASIS OF BEARING = KCAS ON SOUTH LINE SW 1/4, SEC 4 -23 -5 BENCHMARK = 4289, ELEVA ZION 380 -63. TOP OF CURB, SW CORNER NE 18TH S AND KIRKLAND AVE. NE, PC CURB RETURN. A I t I i 1 , `. z m 1 `'i �t 0�� CFP I REVISION 6V APPR i Y I j .._m 1 W U � ? N Elc 1 a'f RECORD DRAWING GRAPHIC SCALE 20 l7 10 w 60 ( IN FEET ) I two - w �w ®MU ARCHITECTS PLANNERS ENGINEERS Renton, Washington 98055 -2977 Ph­ .(206)226-3522 F,,:(206)226 -9115 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS RENTON SENIOR HOUSING SANITARY SEWER PLAN DESIGNED: DATE S / X11 FILE N0. DRAWN: CHECKED: SGALE FE 8001(: PACE APPROVED= _ _ SHEEP: OF: S -2030 SD 501 i Y , 1 Y i 1 Y 5 I Ff',r),I.S it � )4fi> '. + � o L"1 J � I I •t � / I I N+�a,ao �� SITE KEY MAP i -- -i i 1 / o cP� Tim t °o\ ass ' IS d / \`1 MN $ k L0: y, E ! lam r _ i _,'✓ r.° 0-f " {aC� ! z €V a E� f t \ ♦ ♦� ! I I �.SES� / . - - /ih•M.H.# J 4 'IS'Vla. N • i Fvw I � 1 / I� I .N: 00 1 0 IZ Q Z!Z6 1 Nl ROAD CENTERLINE LAYOUT REFERENCES 12 +02.95 END PUBLIC STREET AT NEST PROPERTY LINE. BEGIN PRIVATE STREET ysQ 12 +11.14 CL OFFSET POINT. (GO'N 26d01 '44N. 4.0 FEET) -; f / /' ` OAP p4;+e• 12 +15.14 (GO N 63458'16" E. 94.47 FEET TO PC RICH) c# 13 +04.61 POINT OF CURVATURE RIGHT (NCR) (R -438' D- 38401'44' T- 150.94' 3 "11�� E 1 8 > y l f GISTE • J`' L- 290.73') +� \ 2 - l(. o 6d� 118 +0032 POINT OF TANGENCY. (GO S 78d E..14.15 FEET 1'0 OFFSET) , r�� I'suk offwr N 51 s G ❑ o I / (y, ow 116+14.47 TS( 5,N�.11.45 WVA 1 CL OFF= POINT AND CEN OF 45- RADIUS M$- DB-SAC. (GO N 12d E. 2.0 FEET) d ' i • �n nj 60 \ 38� / 16+16. 47 (GO S 78d E, 144.62 FELT-70 PC LEFT) ♦ \ \ M p 1 15 \ \� ♦ ♦ ) / RECOMMENDED FOR APPRO L Bv W,15TEK:A -_ FNOJ _c R Z w V) �I ! s 1 ` \ / RECOMMENDED m W - Z \ \ 2TAf OjSET-R -65( ♦ ♦ \ FOR APPROVAL p V J i , \ Gih.MH. Jk 2 tr VIA 0 N Q LJ I '. _ ' ' t _/,. ♦ \ , ( 1 q r / BY °.Jit e - .+.- 1:: -2.. Ld N I' SD 5.2 SANITARY SEWER SYSTEM FLAG NOTES( TNT rVtWV4Ifs i ' ) _ \ ♦ �` 1f `-� f F-YlEk°( o ° l rim Ro Tee 5► A rru-f V w 5,2 c* u.Y 3 �I �` Gp - - - - - - - \ \ ` . - — ; �. - - a SW 1 /4 SEC 4, T23N, RSE, W.M. 377LF. 44 8" 0 2.5% 377.60 - 14 SSMH 03, RIM =386.20, 6 "IE(OUT)= 34:'.29, L- 1 6" IE (IN)= 377.39. \ ' DATE PRINTS TO GRAPHIC SCALE I '� 5 65 LF, S58" @ 2.08. - '8z / v )0 0 10 v fD 60 387 - S7 980.3 380. Y (Ia \ _ G M II � 16 SSM -riR4: RIM= 396r.88, 6" IE(O(TI') ='•e -T 4-, 6 "IE(IN)= 3',x-84 > EACH, !.(g I\\ 17 22 LF. SSE" @ 9.00. 5� \raj J�A � - �'� J \ \ \ FEET 20 F�iT fI 17A (6 ")CLEANOUT. RIM = 387.50. IE= 381.00. • 18 2 LF. SSE" @ 14.00 �. !� l '!\ \\� \ ��� 8 CLEANOUT, RIM =387.50, IE= 384.85, � \ 1- u ARCHTECTS PLANNERS Qr(VNEERS ..t_ ♦..nw.to° 98055 -2M Phan «(206)226-3522 P=(20e)22e -9115 9 70 LF, SS6" @ 2.08 %. r�`� � ^ , \ CITY OF RENTON ' -- 20 SSMH #5 (DROP TYPE) : RIM - 387.30, PLUG IE IN =383.90, - - - - - — \O / -BASIS OF BEARING = KCAS ON SOUTH LINE SW 1/4, SEC 4 -23 -5 DEPARTMENT OF PUBLIC WORKS jj .\ 6" IE (OUT) = 380.30. ,{$'PIA A.K. � ) RENT ON ® HOUSING o0 \ �~ _ ♦' - ' / BENCHMARK = #`289, ELEVATION 380.63. TOP OF CURB, SW CORNER ' REN 1 ON SENIOR HOUSING JX0A-� icy LF, SS6" @ k•fi9� - v(r�� \ - '7�( NE ISTH S AND KIRKLAND AVE. NE, PC CURB RETURN. 20B 'L^ANOUT, RIM = 387.50, IE= 384.07. �� /d��1� ✓� �%2GC� GPI7 I 8�°IZ SANITARY SEWER PLAN 21 FINISH FLOOR ELEVATION = 388.0 DESIGNED: DATE: 9?/31 FILE NO. 5rq " 12+11.14 8+ O�il2. 1 10910/ DRAWN: � scALE: f f' = 20' rrfxn eoox rce N 63° 5s 161E Fits � 9 I2 �9I CHECKED: �- 211.14 TO kll�KLl.Np "N "STI+.O+ ,�y �y,� �,n ',/I AA,�� �t X420 WVlQt7Xy 4: A" <rCR LIN� N0. REVISION BY APPR. - DATE APPROVED: SHEET: OF: \NWP- (3-ZO3a CONK WALL hlf,/K �D _1.1 \,v + 5. N 01'05'12 E 530.0' _ S-2030 ®V ■ n ll � S L I X I I I I I A I I I I X I I I A I 1 I I I X I 1 I I I ) i i X I i i I ) 1 Y 1 I I I I Al I I I I I I IA I i