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T :� ($"I CPEP, S) (SEE C.O.R. �bTAI N0. B -Ol) o j I• 7TA: 4 +00 N88'2t'17 "W 660.68 00 � +00 I.E. 32.36 1 EP, W) 0 +00 } _ EXIST. CB STA 4 +2539' LT V L + ADJUST RI ADE, CATCH BASIN NO. 15 -TYPE 1 bRN ` NE SCI E EMSTING CONC. I o INSTALL S0 In (SEE C.O.R. DETAIL N0. B- Ot)�RIE� ------------------ ------------- ---- ------ - - - - -- o------------------- - - - - -- - -- - RAND GUT ER - -- -- --- ----- - -- - - - - -- - - - -- - � �---- -- - - - -- -- - - - - -- - - t8EI4tNfsttD - - -- RNE gRIPE - -- -- -- - -- s U o -- -- NE 4TH STREET CB #17 1.E.=4P43 -(12" CPEP, W)k L �i ='}u00 iN M a EDGE EXIST. PAVEMENT M EXIS I I.E. 38-i 1 PEP.N _ - REhiOVE=F GAS -- -- - )-- - - - -- = - - - -- - w QaA 1D_DLrs�L -- - F -- ar-- NEIoLV - nA #� - -- ----- - - - - -- - -- V _ --w -- 06`- --- - - - - -� - - - - -- - - -- - -I - - -- w - - - -- 175 -- -- 2 �PEP-8'fORFt- P!P� �LOP�= f.��9� -- _� - w � -- - - -- E* AWrTEat - 200 L.�7'rCPEP STORM T'IPE SL PE 1.51% FOG uNE _ ___ _____ ____ ____ ______ __ _ -__ -- -_ - - -_ -- -- -- - -- --------------------- - - __ = =__- - -- ___ =___= _____ ______= ______________________________- - _____ = = ---- EX�I - - - - - -- -- --------- - - - - -- ---------- - - - - -- - -- J -55'- WDEXONG -SI 1N,9L1�_ - - - - - - - - - - - - - - - - - - - - - - - S YdDE -C S !D€W AP - - - - - - - - - - - - - - - F- -- _ _ - - -_ -_- - - - - - - ___ _______ __________________________ -8" CPEP ®2.4 - - -- ° ° ° Q I 888'21 11 "E 277.56 ° ° --- --- -- -- -- ----- s5.95 - -- - _ �__- - - -__- 0- -- _-- - - - - -- _ s.� °_ - °,,. - - -- t=r �_��-- tE3:00. -- � - � = -- =6 - - - -- - 64,74 U E 103.50' 39A5• - ---- - -- -'-- 3.00' o I:o 6'- " CPEP ® 2.0, EX1STNG FIB" EXIST. STREET-1.10i ° r 6' -8" CPEIJ' ®2.09: V o.lo TO BE REMOVED RELOCATE -E> ST. Lv F- I RELOCATE EXIST. EXISTING 3' DRAINAGE EASEMENT QPT1C VAULT EXISTI NG 0' DRAINAGE EASEMENT ELEC. JCT. 8 X WHEEL CHAIR RA AP (TYP) V' LW I JCT. BOX EXIST. STREET LIGHT I REC #8706230527 ; "REMAIN I REC #8709280698 I o., ; (SEE C.0,�2. DET N0. F 06, AL /)) 3�,� i �J o TO BE REMOVED " w 7 Z 2 i wi / YARD DRAIN _ - - 24 w 6 PVC ROOF Y N 0i I 21.. EXIS . TVAFFIC I Y7 U) _ Ic"'.I STUB OUT NI °o �`Z °oI LIGH i i o Q ► 25 NI w I.E.= 431.00 N cow 5180.71 S.F. MO IF I I a Q[ W 1 rn I N IN mI• NECESSARY/ I I w w z W "I 6285.10 S.F cir f 3 0 5968.26 S.F. m I 18' m p 0 Q � I 6003.48 S.F g ZI Im 6" PVC' ROOF /YARD DRAIN ;I o ¢ z °z \ 1 zi 6 PVC ROOF /YARD DRAIN , I 6t' PVC ROOF /YARD DRAIN I + -_ STUB OUT," ;I °I i 1 w ° a I CI i, I 5797.59 S. F;' o ° m STUB OUT STUB OUT o I E= 436.fS5 'I MI , 5' ° z a 1 I.E:= 428.57 I I I.E.= 436 .03 S I < w o I _ -- I i �� � w W Im a8 2z _ L _ s'2r„ _ 1 I - N '11 -'-"W 100.00' N 8 W 103.00' 89 I + o Of of 1 L - 2- 8 -- - - = - -- 08" W 105.00' I 1-- - --� -- - - - -- - -- 88'22'1,1" W 26' I - o __ - 59:00` 50.00' -I- 50.00' 44.00' 0 0 ' 69.26' - --�- -T 50.00' --- -1- - -- 50.00' - --Y' t_ - - - -" I I I 1.47 I 5 50' T 50---- 0.00' 3 W I-i 1 I II STA 4 +36.16' RT I -_ -I'- }� - I I STA 2 +3616' RT I 12' ASPHALT T- A- 0+45- if'- R- 'F-- �';�*I O INSTALL: I I i 5• I INSTALL: PAVEMENT _ - -1N$TALL: s 0 " I CATCH BASIN NO. 4 -TYPE 1 _ __ -- I I CATCH BASIN No. 6 -TYPE 1 I - -_ _ } _ -.- Lo li , i SEE C.O.R. DETAIL no- B -o,)) ! CATCH BASIN NQ:' 7A- TYPE't -------- 1 N I (SEE C.O.R. DETAIL NO_ -8-01 1 0, I I ( }g2 Il RIM -faces =� I I i (SEE C.O.R. RETAIL N0: B -Ot) I oI' 1 RIM4 '136:�� I I.E. =4WID6 (12" CPEP, S) I i RIM =439:49 .} z I I ,';' q Z F� u I I I I.E. =�Cr4 (12" CPEP, S),0.Cj% 12' ASPHALT I 20' JOINT DRIVEWAY/ i I . F i 1 I I.E.- -#£41r -V (6" PVC, N) 4Z'0. q PAVEMENT UTILITIES ESMT. I I.E= 4ii+ae (6 PVC, N)" I I I r I E., 48k (12" CPEP, S) I I i o w a I. 1 I DrI _ 4312) wI 19 I } W 431,.355 �';eNC,IJ> 191 w o 1 , Wi WI 14 Wi 15 5.0 _i - - - - - -- I W �i, Q z w N ,� "'I "I 1 I NIo NIA Nio� 6017.40 S. F. I I51 v,' a W v 1 N o N o 4574.07 S.F. N° b' 'n TD{ I pp N OJ u? 00 1 I I' 1 Ni' Nld' Q .(Vi d' 13 NI.- cli. -" 4574.07 S.F. o o ° 0. o� 1 U o ° �; w WHEEL. CHAIR, RAM '�I F s o I vt I'w I 5574.36 S.F. °i 17 °I oI i I 1- (SEE C.O.R. DET NO. F O6, LT) 1I I I Q E0 ° 5351.66 S.F. ° z z 6 PVC ROOF YAR�,bRAINI� n I z z 4724.03 S.F. ;' z i Z X c z 4574.07 S. / I` I 6 "PVC ROOF /YARD DRAINI I PVC ROOF /YARD DRAIN 1 w _ 20 9 I ; w �I o 6 �VG.ROOF /YARD DRAIN I I STUB OUT O I 4724.04 S I" I 5477.48' S.F. l w a c i STUB OUT STUB OUT m I I O o a I STUB OUT I I l:E.= 430.51 ! I o ! I.E;= 429.08 I.E =4,38 co° 1 I ).E.=428.57 B OUT I 6" PVC ROOF /YARDI DRAIN I o I 6" PV(} ROOF /YARD DRAI I I I I co N w 6" PVC ROOF /YARD' DRA I I w 1 STUB OUT I I I.E. = 436.95 I I I o o i z 1 STUB OU 6" PVC ROOF /YARD (DRAIN I o° STUB 0 T I q I/ Z I w C% 15. I I I STUB OUT I z. I E.4436 0 it I J 1 I I.E =428.77 I ; I I I 5 15 "/ II.E.= 437.15 i n pp q ° j 1 59.00' i 50.00 9�� I I O 58.50' I SO:AO' - 50.00' I 50.00' -- I- - - --- - ---- 50.00' - -I 64.00'. - ----- - --- -- ti o, :- 2 O LL - -- - - - -- - ----- - - - - -- -- - -• - -- ------ - - - - -- - - - -- - - -- -- - - - - -- --- - - - - -- F - -- / I 1 III i o O e I II T. U/G 88'22'11 "W I �� '� rn U) 43.81' DWY DWY 5' WADE CONE. SIDEWAL DWY DWY D DWY DWY D I j1 - + r+i 5' WIDE CONC. SIDEWALK .DWY D I O 1 a a W ` S S w m NE ;3RD s S STREET w �', cat s a t I I F 3 � q- 3 5+100 U 4+00 -_ _ N 88'2 11" W 3 +00 U rn 2 +00 1+ 0 S U °p +0 AONUMEN 1 I _ ° 1 cep% _ -- - - - - N i; 1 O`, ! SS MH - -- ,� -�- ', - + .. , n s W a 275.79 L.F. 8 P C SEWER 1 LF.�B PVC NEW: SANITAR EWER MAIN 5 =0.C)33FT FT iO 1 Oz a Lz ti1 (� i' )� T SEWER' M S= O.00FT FT w cn S S; s J S S m N S S SS MH N Y y ,WJ FO E MAIN z I J F w loa - az I � N 1183.30LF 12' CPEP S= 2.46P� a 200 L.F.-12" CPEP STORM PIPE S =3.2 % � 191, LF.�12 CPEP STO M PIKE -1.1 a M rnlo) i w ° 1 N= DWY DWY ' DWY 5' E CONC. SIDEWALK 11 o z +0 DWY D DWY DWY 5' WIDE CONC. SIOEWA DWY DWY ' AUV� it I o Q 3 F- w ir) N 88'22'11" W I 1 50.00' 50.00' 50.00' ,50.00' 50.00' 50.00' i \� i I w° � O 1 - - - - -- - ---- - - - - -- - - - - - -- -- - - -- -- I SD.DD` - -t r , - - - - -- - - T - - - - -- ---- - - - - -- - -- 50.00' 36.41' 1 H - -- - 6° VCR OF /YARD DRAIN I',9 i i I v W 6 `PVC �DDF/YARD DRAIN 5' I 6" PVC ROOF /YARD( AIN I 5' 15 I i 5 I STUB OUT 5 t5 6" PVC ROOF ARDiDRAIN �p i t I i I I It = I STUB OUT i STUB OUT 6 PVC`.ROOF /YARD D AIN I ��STUB OU7 I o f I a o _ I.E. = 428.38 I STUB OUT I.E. =435.7 I.E.= 435.8'' oI i I it z I.E.= 428.57 6 PVC ROOF /YARD DRAIN \ 1 LLI 1 i I 6 PVC IR OF/1ARD DRAIN I LE:= 427.88 6 PVCI ROOF /YARD DRAIN I 6" PVC ROOF/YARD DRAIN I i I STUB OUT I I� EXIST GAS F , SEWER MH', NO. 6 Z I d I I I_- " STUB OUT i I I M I I.E.= 435.56 i i Iii o cz STUB OUT STUB OUT o s o J I N I I.E.= 429.68 I.E.= 434.50 I.E.= 434.73 I } F I i 6" PVC ROOF /YARD DRAIN I I STA 0 +4516'- LT a °w 1 I w I I I w COLLECTOR PIPE I ° � I w w w wI wI INSTALL. lil 1i a a s I �I 'I- w �I nI_ �I- MI NiN ;N CATCH BASIN N0. 7 -TYPE 1 N N N N N N_ - -. N N N N N N `V�o 'a I° aoI° R MH NO <5 N4 -oND °. N.o.:: �Io aolo SEE C.O.R. DETAIL N0. B -01) I I 1 LJ ,� I 5 I __�- N N 3 N N 2 N♦ 4 RIM- 4d9�48 ' I I II a IQ 'OIL oIm °I°N 7 w ool� 6 olrn oIm °o�° oI° "6 (12" CPEP, N) I III 1!3 ;o " ZI g Zi 8 Zi 4600.00 SF' ¢ ZI 4600.00 S.F. ZI 4600.00 S.F. ZI 4600.00 S:�_ _ zI 4600.00 S.F. zI 4600.00 S.F. ZI f��1 �"(r'y�p j; yI ; I'I O. "i I'� •' Il I I W o I ~'I I 4600.00 S.F. ( 4600.00 S.F. I I I } -- - -_- I IN 5477.4B S.F. �I t I'I + o S Q 2 +36 16' LT rn A42 i II i pl oo I i I STA 4 +36.16' Lt w I I INSTALL- I I i y I I INSTALL: I I CATCH BASF N0 5 -TYPE 1 I I I WHEEL CHAIR-RAMP II i it zb' 31?' m I I CATCH BASIN NO 3 -TYPE 1 (SEE C.O.R. D TAIL N0. B -01) ] (SEE C.O.R. DET NO. F -Oq ALT) I fi I ( (SEE C.O.R. DETAIL NO. B -0{) aD I,' / RIM =fie DO i RIM= 439�Cr4 }�•�(o I.E. =1&.% (12" CPEP, E. W, rid. 1:�CN =431- i I i NI I.E.= 4@7.46 (12" FPEP, E, W. :N }N = +a�.41�E= P•2►o�W=42T• }b I.E. (6" PVC, SE) 142 I oI I "'II' F{ • I I 50 00 - I (6° IVC, SW) 436 s ° 00}0 ° ° I� ° I. ° 0.00' I. ° _ 50400' .i.� _ 50.00' } e ° _ 60.97' - - - - - - - 2 ?- 3$ I e_ 502 100100 so.00'' 5 H E SE . _ ____ +________ - x 30.01' ' a � MATC LINE E HEFT 3 ? 1 •• S88'22'11 "E 248.39' • NORTH s SCALE: 1" = 20 GRAPHIC SCALE x.11 gYEYE,t,�. w � zo o to 20 ao Bo A0 4 ( IN FEET ) 1 inch = 20 ft. reo - Or® -fit/ 9'/3-07 RECOMMENDED FORwAPPROVAL BY: Ul. ,;DATE: By: DATE: 131': DATE: By; DATE: CITY OF RENTON 5 j Jq x �'' ' DEPARTMENT OF PUBLIC WORKS F ENGINEER: ROAD /DRAINAGE /COMPOSITE PLAN �. LUA 04 -031 JAEGER ENG1lL'EER1.1G JERICHO 'PLAT 207 1 PER CITY REVIEW 10 -8 -04 9419 SOUTH 204TH PLACE DESIGNED: JJJ KENT, WA. 98031 DATE: B/04 FILE NAME L 07 DRAWN: DBA �, 2 PER CITY REVIEW 3 -4 -05 PHONE NO,o. (253) 850 -0934 SCALE. 1, =20' FIELD BOOK: PAGE: EXPIRES 3 1 200fi 3 PER CITY REVIEW 5 -7 -05 FAX NO. (253) 850-0155 CHECKED: JJJ NO. REVISION BY APPR.'. DATE I I APPROVED: _ SHEET: 2 OF: 21 SCANNED OCT 2 7 2006 A3 "Q "723112 SCANNED OCT 28 2Q05 • "F/��j1 �/ (s2 3 J p/ a Y x ROLL 2 0-: L 3 F 4 IN