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Home My WebLink AboutS-32220Em 3 s z to s LLLG A PORTION OF NE 1/4, SE 1/4, SEC. 14, T -23N, R -5E, W.M. (CITY OF RENTON, SANITARY SEWER) 510 KING COUNTY, WASHINGTON I 500 EX. t B PROPOSED F J R T1 M 484 28 D- WEST SIDE b.. E 61 -s �. _ F/L CRADE at .,8 -rt o o � EXISTING /L. GR DE + JMTo OW 490 V) o+ r !.E.= 92.95 z W 37.4 L, 12" EX. C ?ER @.429 N QC7 . r3 5 I� LX 'Z" CON t, 7 M 0_NW I1'S7 1 48334 w �\ vwi OSED ao. °W ! �'� ,,2.. GRA E @ F oi tE ' - Er.. 12" ccNC .a1 �\ IE -6 21�� J- 3' �, ? 5,.' i... I.E. 80.79 %1 w�P _ - EX. 1 3 .Z F- WATE MAIN ... 480 - �> - 6.0 9 - - % TA 1+, LT. I 472.5 Z ISMHfi Mw PAVINI� .E. w v8 •82 EXIS ING'C/ � 2 P. y��a \N I In1 I PI ZOPOSEE EAST SIDE �. / ,.iA, t -'` '� y -- --�— - 0 f'•! FA GR DE 2' SD I E7= 8" OUT (-S•) 27 w) 38.811= 12 EX. C% 1 E. =469.6 _ 91 3 61 °6 ;. �\ LE _ 467.94 470 21.4 L-12 c Nc— ce R!t h8_ 25 M rn M v1 O N M E =480.7 5 cV q (p M pE. =4808 N � 00 000 00 W� `f OOi �Ol ' a V •t d E.= 63.92 - . =461 .4. w a 10 00 11 +00 12 +00 13 +00 14 +00 w 2. 9 s1 - ` U1 TA:10+ 2.49, 1 .00' LT DMP FINISH GRADE ® F.O.C. (FLOW LINE ELEVATIONS P OPOSE EVEND LL SSMH 14A ) p 0 E- ._ 00 ww w OTHERS) EXISTING GROUND C/L ELEVATIONS El jI tsb ,�SFRM F _ I H aE 1Vo7 (flg ( RIM ( ) CITY OF RENTON -NAND 1988 y27'7 I.E. 4 7.54 8' IN N al �I 460 -O _ a t.sa e BENCH MARK: BROKEN BRASS SURFACE L17 7.4 I.E.= 477.44 0" (W) lam+ ,--!.E. 4 6.31 - a pE 3 BASED ON INFORMATON FROIA BARG AUSEN DISC ON GONG ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. 2 ma .� H o' rn c -v '- CORE DESIGN y77 (s) LOCATED AT THE CONSTRUCTED m c E '! c 0 a oNC B :13+ ._ O O SS H# 1 SSN RIM ( H# 13 y97.32- Q 44� ) 3TUB (N) ,k 0 6 6 m 3 s z to s LLLG A PORTION OF NE 1/4, SE 1/4, SEC. 14, T -23N, R -5E, W.M. (CITY OF RENTON, SANITARY SEWER) 510 KING COUNTY, WASHINGTON I 500 EX. t B PROPOSED F J R T1 M 484 28 D- WEST SIDE b.. E 61 -s �. _ F/L CRADE at .,8 -rt o o � EXISTING /L. GR DE + JMTo OW 490 V) o+ r !.E.= 92.95 z W 37.4 L, 12" EX. C ?ER @.429 N QC7 . r3 5 I� LX 'Z" CON t, 7 M 0_NW I1'S7 1 48334 w �\ vwi OSED ao. °W ! �'� ,,2.. GRA E @ F oi tE ' - Er.. 12" ccNC .a1 �\ IE -6 21�� J- 3' �, ? 5,.' i... I.E. 80.79 %1 w�P _ - EX. 1 3 .Z F- WATE MAIN ... 480 - �> - 6.0 9 - - % TA 1+, LT. I 472.5 Z ISMHfi Mw PAVINI� .E. w v8 •82 EXIS ING'C/ � 2 P. y��a \N I In1 I PI ZOPOSEE EAST SIDE �. / ,.iA, t -'` '� y -- --�— - 0 f'•! FA GR DE 2' SD I E7= 8" OUT (-S•) 27 w) 38.811= 12 EX. C% 1 E. =469.6 _ 91 3 61 °6 ;. �\ LE _ 467.94 470 21.4 L-12 c Nc— ce R!t h8_ 25 M rn M v1 O N M E =480.7 5 cV q (p M pE. =4808 N � 00 000 00 W� `f OOi �Ol ' a V •t d E.= 63.92 - . =461 .4. 10 00 11 +00 12 +00 13 +00 14 +00 2. 9 s1 - ` 4.019 TA:10+ 2.49, 1 .00' LT DMP FINISH GRADE ® F.O.C. (FLOW LINE ELEVATIONS P OPOSE EVEND LL SSMH 14A ) 14 ._ .,• Y OTHERS) EXISTING GROUND C/L ELEVATIONS ONC jI tsb ,�SFRM F _ I 'VO3 /(8Y RIM 482-9± SSC # 1A VERTICAL DATUM 1Vo7 (flg ( RIM ( ) CITY OF RENTON -NAND 1988 y27'7 I.E. 4 7.54 8' IN N al �I 460 -O _ a t.sa e BENCH MARK: BROKEN BRASS SURFACE L17 7.4 I.E.= 477.44 0" (W) lam+ ,--!.E. 4 6.31 - II BASED ON INFORMATON FROIA BARG AUSEN DISC ON GONG ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. i .� 5, '- CORE DESIGN y77 (s) LOCATED AT THE CONSTRUCTED oNC ST :13+ ._ 570W LT. SS H# 1 SSN RIM ( H# 13 y97.32- M_ 3 g ) 3TUB (N) ,k i. ._ 10" 114 Z' %� I.E. LIB 7.62 I.E. I 488.65 8" c tyw�o L. ql RIM =4 ! E.- 4c.. 5.02 ^o2 –S n STA:4 +314 -:i1- LT. .E.=^. 72 -- 450 PROPO ED E DELL I -71 9 IOONFIRM THAT THE LOCATIONS, ELEVATIONS, DEP71% AND AS•BLMT S�MH 2 (BY OIIHERS) I I COMMEMB REFLECTING MATERIALS ACTUALLY USED DUPING Ot"�G15It� 4S� CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS t � J RIM= . -4f G3.G0 IE- 16" (IN) S$$vM I ( vS DETEaM�N�D OR UNDER MY DIRECT SUPERVISION ON THIS DATE [6� GxaL D-4 WAIr E v � BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE C 470.00 CALL BEFORE YOU DIG TO CITY STANDARDS ti n � N `� . 1� N Op O To o� m o cv ri n � n rn n i a to O if] M � . O . N f� . O iri n to N d' N � O � � 1- 800 - 424 -5555 ' `n Date N. o ,.j .n u, cow co 1p cow d" „ j ^ . co com cow �� n �n n^ `r c6 011 �i pj EXISTING UT I L 1 T 1 ES SHOWN ARE FROM n� w� ro� rom THE BEST AVAILABLE INFORMATION AND Date Ov NO GUARANTEE IS MADE AS TO THE - 1 EXACT SIZE, . TYPE, LOCATION OR DEPTH. Dote b m ' !a. LE 12'C NC 10 00 11 +00 12 +00 13 +00 14 +00 2. 9 s1 - ` \ -' ',% -' ' - C TA:10+ 2.49, 1 .00' LT DMP FINISH GRADE ® F.O.C. (FLOW LINE ELEVATIONS P OPOSE EVEND LL SSMH 14A ) o j F 410 OTHERS) EXISTING GROUND C/L ELEVATIONS 9 sTAlu 'VO3 /(8Y RIM 482-9± SSC # 1A VERTICAL DATUM 1Vo7 (flg ( RIM ( ) CITY OF RENTON -NAND 1988 y27'7 I.E. 4 7.54 8' IN N 460 -O _ a t.sa e BENCH MARK: BROKEN BRASS SURFACE L17 7.4 I.E.= 477.44 0" (W) lam+ ,--!.E. 4 6.31 - LF P`IC BASED ON INFORMATON FROIA BARG AUSEN DISC ON GONG ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. w ' �~ -� '- CORE DESIGN y77 (s) LOCATED AT THE CONSTRUCTED oNC y3 ( S A 7+ 5.M' LT. /,E.- -7 NTERSEC TION OF SE 128th ST. AND 8=7w SS H# 1 156th AVE. SE. ELEVATION: 547.94 Its M_ 3 g _- i. ._ 10" 114 Z' %� I.E. 10" OU (S)y c tyw�o L. ql n STA:4 +314 -:i1- LT. ' I LOCATION BASED ON SURFACEFEAMIRES . ACMAL LOCATION MAY VARY p_; 450 PROPO ED E DELL I -71 9 IOONFIRM THAT THE LOCATIONS, ELEVATIONS, DEP71% AND AS•BLMT S�MH 2 (BY OIIHERS) I I COMMEMB REFLECTING MATERIALS ACTUALLY USED DUPING Ot"�G15It� 4S� CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS t � J RIM= . -4f G3.G0 IE- 16" (IN) S$$vM I ( vS DETEaM�N�D OR UNDER MY DIRECT SUPERVISION ON THIS DATE [6� GxaL IE= 10 "J (0UT) 152.50 S 1 I aDRES JANUARY 9, DATUMELEV I lE HSj2.Io2; �n/(/7V�1 BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE C 445.00 CALL BEFORE YOU DIG TO CITY STANDARDS ti n � N `� . 1� N Op O To o� m o cv ri n � n rn n i a to O if] M � . O . N f� . O iri n to N d' N � O � � 1- 800 - 424 -5555 ' `n Date N. o ,.j .n u, cow co 1p cow d" „ j ^ . co com cow �� n �n n^ `r c6 011 �i pj EXISTING UT I L 1 T 1 ES SHOWN ARE FROM n� w� ro� rom THE BEST AVAILABLE INFORMATION AND Date Ov NO GUARANTEE IS MADE AS TO THE - 1 EXACT SIZE, . TYPE, LOCATION OR DEPTH. Dote 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 co N �. DALEY -MORROW OW- POBLoETE, INC. NT LAKERIDGE DEVELOPMENT, INC. FINISH GRADE ®F.O.C. (FLOW LINE) ELEVATIONS �� F AUBURN, P.O. BOX 146, RENTON, WA., 98057 EXISTING GROUND C/L ELEVATIONS 160TH AVE. SE. PROFILE WASHINGTON 98002 RECOMMENDED _ c PHONE: (253)333 -2200 (FAX)333 -2206 PHONE No. (425) 228 -9750 (NEIGHBORHOOD COLLECTOR) FOR APPROVAL ti z PRGJCT PLAT OF HORIZ. SCALE 1 " =40' By _ LIBERTY GROVE ® ® ENGINEERING VERT. SCALE 1 " =4' BY— EN� PLANNINGYING BY ,,,�olPO�oted LIBERTY GROVE SANITARY SEWER PROFILE BY EXPIRES: ,IAN. 9, 2006 (60TH AVE. S.E.) soap:: 4 w 10 L \Pro�elt \01 -470 L39ERTY \dwg\01470ENGd Q 1/19/e005 9.19.17 RN 'PST SCAN= JUliIIW n3 5- 3L3ZGC �, /> - SCANNED APR 2 2 = °� - 4 ROLL .2 07 1 F Ri t