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Home My WebLink AboutS-344602(n rl) rr LLJ T- 00 0 I P-4 o IE 36" 11' S=407,7 F T r) 1-1 *_1 I C) CL -< PROPOSED STORM CONVEYANCE SYSTEM. SERVIC E ry qow CC > n o z IE 12 -NC '-P-= 4-1 1+58 IE 12" CONC S=41L7:4 C:) 8 IF= 420.6 12" CONC (N) �C (N) '12" C) Lr) o Lv z C5 Z m Lij C) Q LLJ (n rl) rr LLJ T- CITY OF RENTON, 0 I P-4 SERVICE AT ALL TIMES. FORCEMAIN NOT IE 36" 11' S=407,7 F T r) 1-1 LOCATION PRIOR TO CONSTRUCTION TO I C) CL -< PROPOSED STORM CONVEYANCE SYSTEM. SERVIC E ry qow CC > n 0- IE 12 -NC '-P-= 4-1 1+58 IE 12" CONC S=41L7:4 LLJ 7 IF= 420.6 12" CONC (N) �C (N) '12" C) 12" S o Lv z ::j -L6iSD Z m Lij C) Q LLJ 03 � zz Lo C14 STA.- 23+28.39, 5.00' LT n cd ED o PVI E RIM= 420.19 w/SOLID LOCKING LID STA: 25+65.39, 5.00' LT z CD IE = 412.10 TO IN (N) RIM= 426.25 w/SOLID LOCKING LID (:D C) = IE = 418.00 8-0 OUT (W) LEI IVI C-) m LLJ - -< uj C4 ml n Lq cc co C" to LIJ c6 C4 1 A.D� i K = -2.99 59.8 A ci C14 + ro r- --t ry + Lu F W cn uj 0- o< - C'6 co C-4 C> 00 + C,I �o -d co CN 1-4 + 1 (n rl) rr r) T- CITY OF RENTON, 0 COUNTY, P-4 SERVICE AT ALL TIMES. FORCEMAIN NOT IE 36" 11' S=407,7 E--4 110--oll w L) r) 1-1 LOCATION PRIOR TO CONSTRUCTION TO I :2 CL -< PROPOSED STORM CONVEYANCE SYSTEM. SERVIC E i qow CC > CO RIM EL,=4'18.9 0- < C) 0 w LL, z 0 ry VERTIC"AL DATUM CITY OF RENTON, NAVD 88 C5 BECLAN PLACE A PORTION OF SEE SHEET C-17 STATION AT MAIN T- CITY OF RENTON, KING COUNTY, WASHINGTON SERVICE AT ALL TIMES. FORCEMAIN NOT IE 36" 11' S=407,7 FIELD LOCATED. CONTRACTOR TO VERIFY 1 LOCATION PRIOR TO CONSTRUCTION TO I ENSURE IT IS NOT IN CONFLICT WITH CL -< PROPOSED STORM CONVEYANCE SYSTEM. SERVIC E i f n > CO RIM EL,=4'18.9 I zJ 7 F IE 12 -NC '-P-= 4-1 1+58 IE 12" CONC S=41L7:4 < 7 IF= 420.6 12" CONC (N) �C (N) '12" .1 _/ IE 18" CONC N=416.7 12" S BARRIER FREE-CURB CUT Lv SEE DETAIL SHEET C-13 22+, ::j -L6iSD SMH 7, TYPE 1 48"0 [L'= 420.6 C CONC (s) IE 12" CMP F=416. Q IE 12" CONC S=416.8 Lo C14 STA.- 23+28.39, 5.00' LT SSMH A TYPE 1 48-0 M.0 cd u o PVI E RIM= 420.19 w/SOLID LOCKING LID STA: 25+65.39, 5.00' LT CD IE = 412.10 TO IN (N) RIM= 426.25 w/SOLID LOCKING LID I IE = 412.00 8-0 OUT (W) IE = 418.00 8-0 OUT (W) --'--PVf-EEEV- IVI �TA 24+10 x -< uj C4 ml n Lq cc co C" to N .;t- c6 C4 1 A.D� i K = -2.99 59.8 A ci C14 + ro r- --t :z Cl + z 0 ry VERTIC"AL DATUM CITY OF RENTON, NAVD 88 C5 BECLAN PLACE A PORTION OF SEE SHEET C-17 STATION AT MAIN T- CITY OF RENTON, KING COUNTY, WASHINGTON NZAIMAZMZ� 014LTOTOWILTA "MAns ik ---1 �-SD hil/c KIM LL.=4ZU,Z,- SEE SHEET C-17 STATION AT MAIN T- EX. FORCEMAIN FROM MAPLEWOOD ELEM. 0 SCHOOL IS ACTIVE AND TO REMAIN IN j SERVICE AT ALL TIMES. FORCEMAIN NOT IE 36" 11' S=407,7 FIELD LOCATED. CONTRACTOR TO VERIFY 1 LOCATION PRIOR TO CONSTRUCTION TO I ENSURE IT IS NOT IN CONFLICT WITH CL -< PROPOSED STORM CONVEYANCE SYSTEM. SERVIC E i f IE 19" CM E=417,4 -- IE 18 " CONC S=4117.2 > CO RIM EL,=4'18.9 I zJ 7 F IE 12 -NC '-P-= 4-1 1+58 IE 12" CONC S=41L7:4 STA: 24+86.24, 4-0.00' LT 7 IF= 420.6 12" CONC (N) �C (N) '12" .1 _/ IE 18" CONC N=416.7 12" S BARRIER FREE-CURB CUT G SEE DETAIL SHEET C-13 22+, ::j -L6iSD SMH 7, TYPE 1 48"0 [L'= 420.6 C CONC (s) 014LTOTOWILTA "MAns ik ---1 �-SD hil/c KIM LL.=4ZU,Z,- V STATION AT MAIN T- 77- m EL, =419.7 0 STATION IE 36" IP E=407.8 IE 36" 11' S=407,7 1 I I Ic4 IE 12" CONC N=41I74 7.4 CL -< - ----- SERVIC E i f IE 19" CM E=417,4 -- IE 18 " CONC S=4117.2 RIM= 423.1 CB RIM EL�=419.. A IE=41 / 1+58 STA: 24+86.24, 5.00' LT STA: 24+86.24, 4-0.00' LT VC PVI STA IF= 420.6 12" CONC (N) �C (N) '12" .1 _/ IE 18" CONC N=416.7 .0 ( SMH 7, TYPE 1 48"0 [L'= 420.6 C CONC (s) IE 12" CMP F=416. Q IE 12" CONC S=416.8 Lo C14 STA.- 23+28.39, 5.00' LT SSMH A TYPE 1 48-0 M.0 cd u o PVI E RIM= 420.19 w/SOLID LOCKING LID STA: 25+65.39, 5.00' LT CD IE = 412.10 TO IN (N) RIM= 426.25 w/SOLID LOCKING LID I IE = 412.00 8-0 OUT (W) IE = 418.00 8-0 OUT (W) 436 434 432 430 428 426 424 422 420 418 416 414 412 410 408 406 (D EX. HOUSE FF=433.3 21 H RIM EL.=4301 AN:-Et7=-422 i A- MPORARY 5' WIDE PHALT RAMP C-oes INSTALL CAP round IE = 426.29, 12" 0 0 < T- - - -FM -I q7 Ci ❑ CB 2 EX. TO SS ,\-- -CB RIM E-1--426.5 CB 21, TYPE I IE 12" CONC N=/+ C8 RIM EL.=428.6 1 2 2, 1\ STA: 26+68.33, 17.22 LT IE 11 2" CONC S =422.0 IE 12" CONC S = 425.`s INT'X STA: 8+11.29 NE 2ND PLACE PLAN VIEW 1" = 40' SSMH RIM EL.=432.1 C/L CHAN. EL.=420.8 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 NO. 436 434 432 430 428 426 424 422 420 418 416 414 412 410 408 406 I GRAPHIC SCALE v 0 zu av ao 16 00 00 IN FEET I inch = 40 ft. SANITARY SEWER PIPE TABLE Z 237 LF 8"0 PVC SDR35 D3034 @ 2.49% LOT STUB STATION AT MAIN T- T IE END STATION SERVIC E MAIN C) - F- C) T CL -< - ----- SERVIC E 2 0+98 STA: 24+26.22, 5-00' LT STA: 24+26.22, 40.00' LT 1 22 m27 U -C> c� 1+58 STA: 24+86.24, 5.00' LT STA: 24+86.24, 4-0.00' LT VC PVI STA 125.0� = +7.79 L Lo C14 Lo C14 cd u o PVI E E-V = 449.82 CD --'--PVf-EEEV- IVI �TA 24+10 u-j -< uj C4 ml n Lq cc co C" to N .;t- c6 C4 1 A.D� i K = -2.99 59.8 A ci C14 + ro r- --t :z Cl + Lu F cn uj + Lp CN 11 - C'6 co C-4 C> 00 + C,I �o -d co CN 1-4 + 1 . Lii = AID. K 0.77 129.10 W W W cl:: >- L'- i +06 to CN i -�e CN Lii to C4 (n c m S uj CD cn C) U c;l �2 C> ci rc--, LIJ uj I m m J= c� ;z --j Iii La >< 4�- f ' U-1 I m m I (n U-1 = --j u- uj -d- V-01 100. 00, I C) c ci U5 ("D + 6 C14 C> C-D CD ck: Of U 05� Lo cc + v 04 C114 cn C-> EXIST1114U PRO LEO 9 V) C14 uj 1 t-a w- -n-t-, -- - -- --------- 04 CD LLJ m CENTE E OF R.0 W RUNE L> LLJ >< _�4 I m FINISHEE PROFILE r 0 - --- ------ ----- �-o SAD - -------- i �9 F- u- Lu LEFT FLOWLINE Ao 0 CP Ep CAPPED FOR FUTU E E�TENSIONI IE= 42P.29' ' I 7 I I i ! , ,�- I i ! � 12 � ( � 1 I i i ---------- I 1 /�, Ws 192 I WS, CE1#21, TYPE 'I S10 ST RIM= IE=l : 26+6("'),33, 428.72 424.71 17.?2' J2�0 LT ------ --- --- L GAS - - ---- -------- -1 - -------- IE=; 424.71 120 OUT (S) S�H SIA: #8, 25+651.39, E 1 5.0)' 3-0 LT I EXST. O�,B, TYPE 1 ................ RIM= 426.25 w/SOL D LOCKI G LID S TA: 212+92. 9 :7 .15' T ....... ...................... I- IE 418JOC-eo m� - - --------------- RIM= �l -1=� 41 -7.6 8.9 12 0 0 IN (N IN (N CB 20, TYPEI T IE= 41 ,4 12'0 SSMH #/' OUT (S) TYPE 11 48■0 lC13#19, TYPE 1 STA: 2406.03, 117.22' L' RIM= 473.50 JERIC, H 0 lE AVENQ 14E PRQFIL.E EXISTING CE14IRLINE GRADE 0 OF R.O.W STA. Z' +28.39, 5.00' u* ;STA: 21+42.22, 22.07' LIT IE= 419.159 120 OUT (S- i I --SCA 1 --0'-HakZ-- 4 t -7- 1 RIM= 420.19 412 IE 41 W/SOLID 10 ?.00 8"0 LOCKING OUT YD iRIM= AIE- !IE= 4119.70 415170 415170 12:0-JN--(X)--' 12"0 OUT (W I t 4' VE T PROPOSEC LEFT FLOWLINE GRADEV Ln c"I CD 6 F'-� CD 00 4m 6 F, C> r") ro al! --: C'4 00 --�l 1 8 " c"l 'cNi (�ol U�' I Q4 0� 'i CN co oq Lo n to N-) (a) (.0 to -1- CD m C:� m c0l c"I -1- o6 '7' 00 o6 m 1,, CD ai m m ZD Ln oi 't cli I CN -1- C14 CN c"l " -4- .d- zd�l C C'i -11 C14 1-4 -4 c", 41C , �l ,, cl� C'4 -1- C4 C"i C14 c"', C-S C"i cq CN CN C14 Id d 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 NO. 436 434 432 430 428 426 424 422 420 418 416 414 412 410 408 406 I GRAPHIC SCALE v 0 zu av ao 16 00 00 IN FEET I inch = 40 ft. SANITARY SEWER PIPE TABLE Z 237 LF 8"0 PVC SDR35 D3034 @ 2.49% LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END STATION SERVIC E MAIN OF SERVIC E 2 0+98 STA: 24+26.22, 5-00' LT STA: 24+26.22, 40.00' LT 413.68 420.68 3 1+58 STA: 24+86.24, 5.00' LT STA: 24+86.24, 4-0.00' LT 414.60 421.60 REVISION cZ BY I APPR. I DATE 0 SCHWERL & A$, AswcKm PLW 32223 CM PROJECT MANAGEEW FINAL 705 SOUTH 9TH STREET Bus (253) 272-051 69 SUITE #303 TACOMA. WA 91%05 Fax (253) 272-4495 rEWn= 09/20/08 1 bschwe�Fl9Msr can Cl TY OF REN TON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE JERICHO AVENUE NE DESIGNED: BAS DATE: 04/14/08 FILE NAME. 05057-C16 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C-16 OF: 23 DIRECTOR OF PUBLIC WORKS