Loading...
HomeMy WebLinkAboutzS-3222Seta 9 g4 i 0 z 1 0 VNIIII cl (3 6 E° z W � xw ao W E--40 z )o 0-4w �a Ca H o �Em4 P-4 z a � z O .O� �1 N tit 0 x 4.; CL 0 0 wZ 00 0 E"4 3 z .o � W a' L) Q+' c .5 m 441 c I .v FE °w 0 z w II!, I--- cm A =I a � o a A PORTION OF ev cO o 0 LOT 7, BLOCK 1. AND THAT PORTION OF LOT 6, BLOCK 1 LYING J (Q J J UBERTY GROVE CONTIGUOUS CORNER THEREOF; SANITARY 5 RENTON, WA 90959 THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID PARCEL # 1457500085 SEWER) 9 CORNER THEREOF AND THE TERMINUS OF SAID LINE AS SAID 13644 160TH AVE. S.E. LINE WAS ESTABLISHED BY JUDGMENT ENTERED JANUARY 29, RENTON, WA 98059 1969 IN KING COUNTY SUPERIOR COURT CASE No. 691199, ALL PARCEL # 1457500090 IN JANNETT'S RENTON BOULEVARD TRACTS, ACCORDING TO THE a PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 60, VERTICAL DATUM RECORDS OF KING COUNTY, WASHINGTON; CITY OF RENTON -NAVD 1988 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. BENCH MARK: BROKEN BRASS SURFACE II!, I--- cm A =I a � o a A PORTION OF NE 1/4, SE 1/4, SEC. 14, T-=23N, R -5E, W.M. (CITY LOT 7, BLOCK 1. AND THAT PORTION OF LOT 6, BLOCK 1 LYING OF SOUTHERLY OF A LINE BEGINNING ON THE EAST LINE OF SAID RENTON, LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST UBERTY GROVE CONTIGUOUS CORNER THEREOF; SANITARY 5 RENTON, WA 90959 THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID PARCEL # 1457500085 SEWER) 9 CORNER THEREOF AND THE TERMINUS OF SAID LINE AS SAID 13644 160TH AVE. S.E. LINE WAS ESTABLISHED BY JUDGMENT ENTERED JANUARY 29, RENTON, WA 98059 KING COUNTY, WASHINGTON -191 4"1187mint 0 4 SCALE r - soo SECTION SUBDIVISION & CONTROL DIAGRAM NE %4 & SE Y4 SEC.14, TWN, 23N., R. SE., W.M. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1- 800 - 424 -5555 EX 1 ST I Ile UTILITIES OCINII ARE fI1�A THE SST AVA I LAKE I WAMAT I ON AND NO GUMANTEE IS WME AS TO THE EXACT SIZE. TYE, LOCAT I Ail ON 001 ROLL 1 CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS / FOR APPROVAL BY Dote BY Dote BY F Ft SITE ADDRESS & PARCEL NO. LEGAL DESCRIPTIONS: LIBERTY GROVE LIBERTY GROVE: 13535 160TH AVE. S.E. 9 RENTON, WA. 98056 LOT 7, BLOCK 1. AND THAT PORTION OF LOT 6, BLOCK 1 LYING PARCEL # 3664500140 SOUTHERLY OF A LINE BEGINNING ON THE EAST LINE OF SAID OF LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST UBERTY GROVE CONTIGUOUS CORNER THEREOF; 13612 160TH AVE. S.E. 5 RENTON, WA 90959 THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID PARCEL # 1457500085 LOT 6 WHICH POINT IS 4.8 FEET NORTH OF THE SOUTHWEST 9 CORNER THEREOF AND THE TERMINUS OF SAID LINE AS SAID 13644 160TH AVE. S.E. LINE WAS ESTABLISHED BY JUDGMENT ENTERED JANUARY 29, RENTON, WA 98059 1969 IN KING COUNTY SUPERIOR COURT CASE No. 691199, ALL PARCEL # 1457500090 IN JANNETT'S RENTON BOULEVARD TRACTS, ACCORDING TO THE OF PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 60, VERTICAL DATUM RECORDS OF KING COUNTY, WASHINGTON; CITY OF RENTON -NAVD 1988 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. BENCH MARK: BROKEN BRASS SURFACE DISC ON CONIC ST. SURFACE, FLUSH. LIBERTY GROVE CONTIGUOUS: CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED TRACTS 1 AND 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, INTERSECTION OF SE 128th ST. AND ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 156th AVE. SE. ELEVATION: 547.94 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON; N EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET OF SAID MERIDIAN: TRACT 1; HPGN 83/91 PER KING AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 COUNTY SURVEY CONTROL FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET OF SAID 0 w TRACT 1 AS PER KING COUNTY ENGINEER SUBDIVISION No. BASIS OF BEARINGS: 6846, RECORDED UNDER RECORDING No. 9410250673; THE S. LN. OF THE SE 1/4, SEC. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 14- T23N -R5E, W.M. BEARING N88- 37'40 "W n TABLE OF CONTENTS SHEET No. 1 OF 9 2 OF 9 3 OF 9 4 OF 9 5 OF 9 6 OF 9 7 OF 9 8 OF 9 9 OF 9 10 OF 9 TITLE 11 SE 128TH COVER SHEET /HORIZONTAL /VERICAL CONTROL PLAN LIBERTY GROVE SANITARY SEWER PLAN 12 STREET SEWER PROFILE (S.E. 135TH PL. /TRACT "A ") SANITARY SEWER PROFILE (160TH AVE. S.E.) LIBERTY GROVE CONTIGUOUS SANITARY SEWER PLAN SANITARY SEWER PROFILE (S.E.137TH ST.) SANITARY SEWER PROFILES (162ND PL. S.E./ SSMH# 5 -SSMH# 17) SANITARY SEWER PROFILE (S.E. 136TH ST.) DETAILS do NOTES DETAILS (CONT.) c 0 N I ss/oN A L ExPrRES: JAN 9, 2006 — DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN WASHINGTON 98002 PHONE: (2535333 -2200 (FAX)333 -2206 L; EM84EEFW40 - VJRVEYM L inGorporotsd PROJECT 10 11 SE 128TH qr qr> Q 12 STREET V1 W Q 14 Q 13 z 136TH ST 15 S� N LIBERTY N � = H.S. > Q Q 0 w MAPLEWOOD N SE 14 T ST HEIGHTS PARK n a SE 144TH ST v>f RENTON FISH AND a GAME CLUB l 14 H 5 REC AREA 4 L CEDAR RIVER 23 REGIONAL W ARK Q cf- a� 22 VICINITY MAP.T.S. L.AKEfVX* DEVEL.OPMEW, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228 -9750 PLAT OF CIROVE/ UBEfff Y Of C SAWARY 8EVM COVER OMWT � -1 X10 I \Projtct\01 -470 L1KRTY\dwp\01470ENG.dp 1/14/2005 91917 A*1 PST o eC�INNEOAF* 22 s"r 8 0 • 'f n r� ti N z LA f ` NmE4T _ H ST. 128TH � � (SeRp ST. I I Z I z a w 4 ,) w � o0 O I I I •eE'+��u t Z t` 3 M I • I CL m I j � IW TI O I Z Ill, I 1306.89' A PORTION OF NE 1/4, SE 1/4, SEC. 14, T -23N, R -5E, W.M. (CITY OF RENTON, SANITARY SEWER) KING COUNTY, WASHINGTON STA:1 +46.50. 5.00' LT. M~ N s Y A A T►/r \r r% / A" ._ .. ._.... __._____.___....__. ____._...__..._....._... .. a�.. E0 � .. so _ �, ��� •�wrr .'w.w....r O . •+r.r.rr __w.r_ . _ O rr..r., �:i.' 'ww,`"'_ • ^ - •• .. _ .. _"- _ _ .. .. ..., ._ - — — _ t— 'was � Y' ■rr PROPOS ^EV�N�DECt'�SS _^ ED IL I (BY CORE DESIGN) I ! STA: 12 +93.80, 2' LT. (DMP) 15-00 I I I STA: 13+58.39, 5.00' Lt. SSMH# 13 TYPE 148"• RIM =496.5* (MATCH EXISTING PAVING) I.E. =488.55 8" OUT (S) I.E. =488,.65 8" STUB (N) I I... 4':1 f:.. J4 f `' TI 2j 00' ; STA:1 +42.29. 5.00' LT. ' SSMH# 8 ' RIBA =488.4* TYPE 1 48 "• (MATCH EXISTING PAVING) 1 ' I.E. =478.55 8" IN (W&N) I.E.= 478.45 8" OUT (S) 43 0wo � I , 1 I I I� I !� 1 STA-12 +92, 2 LT. (CORE DESIGN)`' , a I ! ! PROPOSED EVENDELL SSMH# 14A TYPE 110� $ i B 48 "0 1; a C4 ;. _ (BY CORE DESIGN) j RIM = 482.9± I ! (MATCH PAVING) c �j I.E.= 477.54 8" IN (N) i t I , I.E. =477.54 8" IN (E) I.E.= 477.44 10" (W) I i BASED ON INFORMATION FROM I M BARGHAUSEN do CORE DESIGN s 0 .3 S a s -I to N►wP •1p• *14p& • MNININUM FR M FLOOR CALCULATION FORMULA: 2.019 GRADE FROM INVERT OF SANITARY MAIN 0 SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB TO IW* WSIDE OF LOT + 10'f1 ROLL 1 '9L7 VERTICAL DATUM CITY OF RENTON —NAVD 1988 BENCH MARK: BROKEN BRASS SURFACE DISC ON CONIC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 RECOMMENDED FOR APPROVAL BY BY BY 0i t q /1' Q ; A 13256 �ssI►Y , sit Aj - --- - - ---- -- [EXPWS: JAN. 9, 2006 F F STA:13 +06.89 S.E.136TH ST. =STA: 10 +00 160TH AVE. S.E. !I I p >., STA I yr, y SSMH NOTE: LE TAX LOTS 0086, 0067 & 0088 MAY CONNECT TO I.E THE NEW SS LINE IN 1607H AVE S.E. I _ Q 0 10 20 40 SCALE 1 " = 40' LEGEND: EXISTING WATER VALVE + EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING UTILITY POLE MAIL BOX EXISTING SIGN END OF CULVERT EXISTING CATCH BASIN EXISTING BOLLARD UTILITY POLE ANCHOR STREET LIGHT CHAIN LINK FENCE WOOD FENCE BARB WARE FENCE EXISTING PAVEMENT NOTE: ALL SANITARY SEWER SERVICES ARE STATIONED STARTING FROM THE DOWNSTREAM SANITARY SEWER MANHOLE. z BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE CALL BEFORE YOU DIG Tq ICITY STANDMDS 4- 1- 800 -424 -5555 AA 7 z4am., Dote A V /A EXISTING UTILITIES 9011 ARE F11Q11 THE BEST AVA I LADLE 1W~T ICN AND Dote NO IS WOE AS TO THE EXAICT SIZE, Tm , L=T I M cR 0". pie DAL"EY- MOFROW- POf3'LETE, W. CLIENT LAXEFADM OEVELOPIABYT, We. 726 AUBURN WAY NORTH P.O. BOX 146, RENTON, WA., 98057 AUBURN, WASHINGTON 98002 PHONE No. (425) 228 -9750 PHONE: (253)333 -2200 (FAX)333 -2206 f. ARM C t LAIC PLwANNM i r►corporot�d PLAT OF LmEm G r4m �lllVll rTIN De 2 :�--o 1APr0jrCt\01 -470 LIKRT Y\0"\014 10EW, oft 1/19/6000 *01111 04 PTT .:•' s t 'C�NIrEO AN 2 2 isc -t 0 0 w N Lj I i ._ .. ._.... __._____.___....__. ____._...__..._....._... .. a�.. E0 � .. so _ �, ��� •�wrr .'w.w....r O . •+r.r.rr __w.r_ . _ O rr..r., �:i.' 'ww,`"'_ • ^ - •• .. _ .. _"- _ _ .. .. ..., ._ - — — _ t— 'was � Y' ■rr PROPOS ^EV�N�DECt'�SS _^ ED IL I (BY CORE DESIGN) I ! STA: 12 +93.80, 2' LT. (DMP) 15-00 I I I STA: 13+58.39, 5.00' Lt. SSMH# 13 TYPE 148"• RIM =496.5* (MATCH EXISTING PAVING) I.E. =488.55 8" OUT (S) I.E. =488,.65 8" STUB (N) I I... 4':1 f:.. J4 f `' TI 2j 00' ; STA:1 +42.29. 5.00' LT. ' SSMH# 8 ' RIBA =488.4* TYPE 1 48 "• (MATCH EXISTING PAVING) 1 ' I.E. =478.55 8" IN (W&N) I.E.= 478.45 8" OUT (S) 43 0wo � I , 1 I I I� I !� 1 STA-12 +92, 2 LT. (CORE DESIGN)`' , a I ! ! PROPOSED EVENDELL SSMH# 14A TYPE 110� $ i B 48 "0 1; a C4 ;. _ (BY CORE DESIGN) j RIM = 482.9± I ! (MATCH PAVING) c �j I.E.= 477.54 8" IN (N) i t I , I.E. =477.54 8" IN (E) I.E.= 477.44 10" (W) I i BASED ON INFORMATION FROM I M BARGHAUSEN do CORE DESIGN s 0 .3 S a s -I to N►wP •1p• *14p& • MNININUM FR M FLOOR CALCULATION FORMULA: 2.019 GRADE FROM INVERT OF SANITARY MAIN 0 SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB TO IW* WSIDE OF LOT + 10'f1 ROLL 1 '9L7 VERTICAL DATUM CITY OF RENTON —NAVD 1988 BENCH MARK: BROKEN BRASS SURFACE DISC ON CONIC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 RECOMMENDED FOR APPROVAL BY BY BY 0i t q /1' Q ; A 13256 �ssI►Y , sit Aj - --- - - ---- -- [EXPWS: JAN. 9, 2006 F F STA:13 +06.89 S.E.136TH ST. =STA: 10 +00 160TH AVE. S.E. !I I p >., STA I yr, y SSMH NOTE: LE TAX LOTS 0086, 0067 & 0088 MAY CONNECT TO I.E THE NEW SS LINE IN 1607H AVE S.E. I _ Q 0 10 20 40 SCALE 1 " = 40' LEGEND: EXISTING WATER VALVE + EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING UTILITY POLE MAIL BOX EXISTING SIGN END OF CULVERT EXISTING CATCH BASIN EXISTING BOLLARD UTILITY POLE ANCHOR STREET LIGHT CHAIN LINK FENCE WOOD FENCE BARB WARE FENCE EXISTING PAVEMENT NOTE: ALL SANITARY SEWER SERVICES ARE STATIONED STARTING FROM THE DOWNSTREAM SANITARY SEWER MANHOLE. z BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE CALL BEFORE YOU DIG Tq ICITY STANDMDS 4- 1- 800 -424 -5555 AA 7 z4am., Dote A V /A EXISTING UTILITIES 9011 ARE F11Q11 THE BEST AVA I LADLE 1W~T ICN AND Dote NO IS WOE AS TO THE EXAICT SIZE, Tm , L=T I M cR 0". pie DAL"EY- MOFROW- POf3'LETE, W. CLIENT LAXEFADM OEVELOPIABYT, We. 726 AUBURN WAY NORTH P.O. BOX 146, RENTON, WA., 98057 AUBURN, WASHINGTON 98002 PHONE No. (425) 228 -9750 PHONE: (253)333 -2200 (FAX)333 -2206 f. ARM C t LAIC PLwANNM i r►corporot�d PLAT OF LmEm G r4m �lllVll rTIN De 2 :�--o 1APr0jrCt\01 -470 LIKRT Y\0"\014 10EW, oft 1/19/6000 *01111 04 PTT .:•' s t 'C�NIrEO AN 2 2 isc -t 0 0 w N Lj t z R 1 t 2 ul g r 0 Ll ROLL 19!.7 Fl;t 440iv2.. (\Project \01 -470 IIOERTY\dp\O1470ENGdp 1/19/2005 91917 AN PST � '� -'.z ° ? -�CANNEO X" :: A rro s 8 9 N N • t z R Ny Y g p n O Fj 0 Z� W �1 O r, � w 0 Z V) C1 CL 0 Z 3 W a' c m r,. v� c o a ` DC4 GZ. .1 O^ J Q J J 00 H Lf) Cn � O0 cD C-4 r-) ►�� ED cD Lf7 c0 r cD r%: �cm ED `_ ►� � �cO ED ^ r F� O 00 . 0c) N z rn r, � w 0 Z V) C1 CL 0 Z 3 W a' c m r,. v� c o a 0 Of I � O a 0 IF D PnRTInN OG NF 1 /d SF 1 /d GFC`_ 1d T -7!2AI A —S;G W AA 445.00 O1Ape 0 ql r a v ? ` DC4 N� x' .40 .1 �m J Q J J s Lf) Cn � O0 cD C-4 r-) ►�� ED cD Lf7 c0 r cD r%: �cm ED `_ ►� d r qrt ED ^ r � oD� ^ r O 00 . 0c) N IL qt uJ S 9 cm cm 0 Of I � O a 0 IF D PnRTInN OG NF 1 /d SF 1 /d GFC`_ 1d T -7!2AI A —S;G W AA 445.00 O1Ape 0 ql r a v ? ` DC4 N� x' .40 .1 �m p ` o N ^ u ?� Inpl% s Lf) Cn � O0 cD C-4 r-) ►�� ED cD Lf7 c0 r cD r%: �cm ED `_ ►� d r qrt ED ^ r � oD� ^ r O 00 . 0c) N a 4 +00 � 5 +00 6 +00 7 +00 8 +00 N nNISH GRAM • F.O.C. (mow urn) EUvAnoNs EXISTING GROUND C/L ELEVATIONS 160TH AVE. SE. PROFILE (NEIGHBORHOOD COLLECTOR) HORIZ. SCALE 1a =40' VERT. SCALE 1 " =4' ROLL 1917 9+00 RECOMMENDED FOR APPROVAL BY BY BY FR 4�0 N ass /ohA l E����► ExPtRES JAN. 9, 20066 IIUKILU U I ILI I IL5 IN AKLA . ..v ■w.. a-w CALL BEFORE YOU DIG TO CITY STANDARDS 1- 800 - 424 -5555 Date EX 1ST 11� UTILITIES Sil l ARE FAW THE BEST AVA 1 LADLE I W~T 1 ON AND Dote NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION ON DEPTH. Dote ALEY- MORROW -POBLE M. NC. CLWNT LAicE�c�E DE-vEL.oP��ENT, iNC. 726 AUBURN WAY NORTH P.O. BOX 146, RENTON, WA., 98057 AUBURN WASHINGTON 98002 PHONE No. (425) 228 -9750 PHONE: (2535333 -2200 (FAX)333 -2206 PROJE C T p SURVEYM LAW KAMM inCOrporot�d T. 4G) N) PLAT OF UBBM G90W UNIEM anon WMAW PFoXSE OWIH AWL 4 10 I APr0)rct\01-170 I. lKRtr\awp\01470ENG.d*p 1/19/2W5 91917 AN PST sC�NNE0 A!'A `1 ti N • z a I z 9 4 K� g a -0.; CL is Q o E"4 3 z T W a' 00 c �I C 0 a w z V) SSMH# 5 TYPE o (SHALLOW MH) 0 RIM =472.29 I.E. =466.60 10' IN (N) I.E. =466.50 100 OUT (E) I.E. =486.50 C OUT (SW) i z p o w Q W Z w W O � o � Eoo, -0.; CL is Q o E"4 3 z T W a' 00 c �I C 0 a w z V) SSMH# 5 TYPE o (SHALLOW MH) RIM =472.29 I.E. =466.60 10' IN (N) I.E. =466.50 100 OUT (E) I.E. =486.50 C OUT (SW) z p o w Q W Z w W O � o � Eoo, 1F4 u S z W � -0.; CL is Q o E"4 3 z T W a' 00 c �I C 0 a w z V) A PORTION OE NE 1/4, SE 1/4, SEC, 14, T R-5E, W.M. (CITY OF RENTON SANITARY SEWER) KING COUNTY, WASHINGTON 0 . � _ •"""' "''_ gyp• -... `... I I p :. A- . , - / - Now J 4J i i f V it (A r �. � + j _ d • :;X PROPOSED EVlENDELL - SS - - - - - - -- -- .- ,T �_ (BY CORE DESIGN) � _ - r, -� ? 4 1 1.I ► �_'� • s I r. , Al ; " I 8 O 2.00% ao ° o STA: 12 +93.80, 2' LT. (DMP) ��, 1 hti . f ��' . i�,, _ e, I o f • =STA: 12 +92, 2 LT. (CORE DESIGN) .,�� '+� . I t w,I ;� -.. - -- ,� - 4 7 •. , • • $ I :,,I,, :t,; � c" PROPOSED EVENDELL SSMH�! 14A TYPE `' t yy �.r�. • ' , 4' Now K -� . 1 • • 1 • Y�1 C j 1 •' • .• • • • `/ B 48 "0 _ • 1 r, Y R DESIGN) j r X ? STA: 16+21-209 2'LT. . ""'* .'� --� ;}, ► r (B CORE DES G ) ;I , ti 4 - . ' ' Q RIM = 482.9± I �, SSMH #' 14TYPE 1 48 "0 ° --," .• (MATCH PAVING) ; �; �;, , RIM =486.81 ' ' S A: 0+88.42, 5.00 RT. u; ------- •- I.E.= 477.54 8" IN (N) ; SSMH# TYPE • 48 "f , w • , . NOTE. I•E.� 0.76 8" (W) ( 7 I- ' " I RIM =489.11 r r: x 0 10 20 40 I.E. = 477.54 $ IN (E) i TAX LOTS 0086, 0087 do 0088 MAY CONNECT TO I.E. =480.86 8 E .I" ` g I.E. - 477.44 10 (W) �. ; 1 ( DRAINFIIEW CASEk T Stec. 950' 72$1416 I I.E. =481.10 BASED ON INFORMATION FROM _ ! THE NEW SS LINE IN 160TH AVE S.E. j' Y l BARGHAUSEN &CORE DESIGN -, . ' .ti r �I ��! i xV I - -- - -. 'Y•1i do l MMENDED ,6Y eo. No.'s 1 01075; I MIN. =484.9 , _ ' '� _► f. �95o8020ytp 9 02241786 e� I STA• 19+ SCALE 1 4 0 9 0 ' A A ONED / 48.60, 2 LT. I SSMH# 15 TYPE 1 4800 RIM = 493.8± TACT "A' 5 DRAINAGE EASEMENT o " ; (MATCH EXIST. PAVING) i K 1'( 6 PVC SS STUB w I Rec. No. 9802241785 1 1 RECREA.YIONAL LE. =480.21 $ (W) i - OPEN `,SPACk ` I O 2 QO% MIN .9 (TYP ) i ; I ----- _ -_ 1.,:... r.t,,`•�- -� 1 1 � � LEGEND: - -___ _ ___ f, ,' _ I I ' r -------- - - 15' ST AIN AGE 1 ' 1 ' ', I MIN. FF =481.7 - ''. -� EXISTING WATER VALVE b; I l 1 ,. I 1 +54 1 STA: 8 +75.14, 6.64' LT. ` I SEMEN T �� ' _ 2 , ` - ;' EXISTING WATER METER RIM =479.6 ±' I ST 1 +11.75, 5.00' R . 1 - i ; 1 i, I EXISTING FlRE HYDRANT MATCH PAVING !' •I ! I 2 TYPE fi 48" ( ` " ' _ (MATCH �' 1 r .a 'r _ - _ 1 . _ EXISTING UTILITY POLE LE.= 464.33 $" OUT (S) RIM 472.78 �" 'iI ' - - `,.- -- - - - - - _ 1 I • ' j ! I I.E. 46362 10 IN (E 1 EX. I 1 r�, ' t ' , - MAIL BOX i I MIN. FF =466.3 2 I.E. 463:52 '10" OUT �' CONC. ( MIN. FF= 7.3 ,� r FOUNDATIOIJ I I m 11 11.'' EXISTING SIGN z i 00 I MIN. FF =467.6 4 I - - -1 +00 , c END OF CULVERT STA: 7 +45.09, 5.00' LT.1 +. ! _ .- - .l ( 3 ' ; MIN. FF= 477.4 I ' . , SSMH# 1 TYPE 1 4800 i r _ 47 MIN. FF =467.9 10 R ------- -...,� .� $ �- { _ _ �' `� ^ EMENT -� EXISTING CATCH BASIN RIM= 473.79 I �' I, 7 1 A7) ry o 5 �> _ - - - '11• ^ �. .{ . I µ • ` EXISTING BOLLARD LE. =463.03 100 IN (NdcE) CN MIN. FF =468.8. MIN. 68.2 . _ I UTILITY POLE ANCHOR I.E.= 462.93 100 OUT (S) ] QQ .� i MIW. -FF= 69.1 N l I ( to ' - �' ♦ CO { ;. I - ` STREET L�GH T VAC O a f 1 4 O ± I I / + 1 \ �/ - -_ 0 +46 " "241 OQ I CHAIN LINK FENCE ' " ' _ . - I I STA: 5 +04, 5.00' RT. w10oo FENCE ' 1 4 TYPE 148 "0 . < \ i 4 t .- 1 1 - ,,� •, _ -fir - - ,.,Ie_._,.11n1� _ , ' •' RIM = 478:62 BARB WIRE FENCE , I F + /i N 0. -_ ��_„_ ' It 1 I LE.= 465.58 80 IN rN I STA: 23 +01.70, 5.00' LT. -- - i • - r►. ' SO �` r -+ �+- �- -.1 �► l / " EXISTING PAVEMENT SSMH # 17 TYPE 1 48 *0 RIM = 480.31 (1'MIN CLEARANCE CONCRETE SQUARE COLLAR) NOTE: ALL SANITARY SEWER SERVICES ARE I.E. = 472.00 80 OUT (S) STATIONED STARTING FROM THE DOWNSTREAM SANITARY SEWER MANHOLE. 4 ,ti" ♦ "', f'' 'Y ' t , -' - -_� - "4 I.E. = 485.48 100 OUT (W S) 1 o o 1 287.1 LF' 1 Q O 0.50% It I 13 ` _ 1 I MIN. FF =466.8 � a k' N � ' •� � pp MIN FF =469 4 Ll Q i/ �% '` -r - - 1 - - -�__ 0 +00 ' • MIN. FF =467.1 p 1 r ' - -- -- ' - �r- - - - - - i, 1 `"',^ -,/,1 , •.{ 1 ; ', I K In��::r ��h4 MIN• FF =467.4 + ' Ill 1 w �"- _ - -. > . �.,, ,, ReOcMMNo ICBao 30765MENT G rl 1 6" vc SS STUB N �+1 '.. PROVIDE SS SERVICE STUB a a I - _ 33 -. / / _ -- MIN. FF =467.7 11 t O 2 MIN., I; TO EXISTING HOUSE T l -- - -4 STA: 2+ 7.64, S 74 RT. _ (�.) MIN. FF =468.6 -TO BE CONNECTED TO ° '� • - - w 1:11 : t MIN. FF =468.0 MINA F-F -468,3 MIN. FF =468.9 ( oo STA: 21 +56.48, 5.00' LT. SEWER PRIOR TO PROJECT 3 TYPE i ¢ I 28 I 0 +61 MIN. FF= 469.7, SSMH# 16 TYPE 1 48 0 . ._ 1 _ w 4- ,1, • ; RIM =474.20 1 29 >� CLOSEOUT _ w ;� 27 I RIM =476.3 , I ; I. 4.14 10 IN (f) 1 15 ST RM DRAINAGE .. f I 464. 10" OUT (W) I 1 EASEM NT (1 MIN CLEARANCE CONCRETE ' ' I 0 SQUARE COLLAR) _II_ -; 1+ �I f- - - -- t___ - -_ - I.E. =468.05 8" IN (N t-c ' t -- .. .... ,. 3,,,. t 1..... a I.E. =467.95 100 OUT (W)<. - - •. t -� -- 1 +16 MIN. FF -469.9 . - I 7.5! STORM DRAINAGE • r 9 MIN. FF =469.7 EASEMENT "i t_ 31 6 PVC SS STUB 15 , STORM DR NAGE .00% MIN.,, (TYP.) PC = 4. 33 I , ,• EASEMENT _4 we 4 10' PRIVATE 46 .1- •' _ ti r �, . FF =469.1 "1 16 25 MIN. FF =470.2 2 ' -_ ' I STORM DRAINAGE . ,� - - - , EASEMENT v ` 10' SS I f ', •I _ -'-, 45115 MIN. FF =471.0 A EASEMENT % `, / (SIVLLOW .,�. =470.0± �r • • ACCESS & ' t - - - (�TC>y PAVING) 24 % Q �� a ''` UTILITIES 1061 SYRIAN _ I. =467.10 , . =470.3 YEA NT % I , / MIN. FF =470.6 0 _.0000 % r 10 SERVI I �- PROPOSED EVENDELL SANITARY _41111111.1 ,SEWER MAIN • ENT! � - - - '� v 00 00 PROPOSED EVENDELL SSMH 2--"// � '� r � •. � / 1 � o,� \ I ; r �� r - (BY OTHERS) ' - - - - - - - IE= 452.92 8° IN �. �' M IE= 452.42 8" (OUT) T TRA •T• ,�, , �► o I 'J - S ` TRACT C" �-9,p �T SS C.O. SS C.O. ACCESS & UTILITIE SENSITIVE ARE GAF ,� RIM =471.2± RIM =4706 +; 3 i O a 0 IN 01-1 1 3 MINOIIUM FNWSH FLOOR CALCULATION FORMULA: 2.0% GRADE FROM INVERT OF SANITARY MAIN • SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB TO 100f INSIDE OF LOT + 3.0'f, s > 4 0 "TRACT '�' _ TRACT 'p �,/ 22 (M TCH PAVING) (MATCH P VINE) I i - , W/RAFFIG W/TRAFFI BEARING LID I STORM POND BEARING LID ` . � MIN. FF 470.7 I.E. =468.92 I•E� 469.4 � i N MIN. FF 472.7 MIN. FF 470.3 MI FF 470.4 20 MIH. FF 473.0 I % MIN. FF =471.1 , 10' P IVATE \. STOR DRAINAGE EASE ENT 20­00 4 , L r , VERTICAL DATUM CITY OF RENTON -NAVD 1988 BENCH MARK: BROKEN BRASS SURFACE DISC ON CONIC ST. SURFACE, FLUSH. CITY OF REN TON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE RECOMMENDED CALL BEFORE YOU DIG TO CITY STANDARDS FOR APPROVAL 1- 800 -424 -5555 Dote 3 BY EXISTING UTILITIES 9101 ARE FN W THE BEST AVA I LAKE I WORMAT I ON AND DOte B Y NO GUMORE IS MADE AS TO THE w BY EXACT SIZE, TYK a LOCATION OR OEFTN . � ROLL 1 '9,� 0 Z �o� p ' S JAN. 9, 2006 -� S.E. 137TH PL. STA:4+76.279 8.20' RT. SSMH# 5 TYPE o (SHALLOW MH) RIM =472.29 I.E. =466.60 10' IN (N) I.E. =466.50 100 OUT (E) I.E. =486.50 C OUT (SW) CL S A PORTION OE NE 1/4, SE 1/4, SEC, 14, T R-5E, W.M. (CITY OF RENTON SANITARY SEWER) KING COUNTY, WASHINGTON 0 . � _ •"""' "''_ gyp• -... `... I I p :. A- . , - / - Now J 4J i i f V it (A r �. � + j _ d • :;X PROPOSED EVlENDELL - SS - - - - - - -- -- .- ,T �_ (BY CORE DESIGN) � _ - r, -� ? 4 1 1.I ► �_'� • s I r. , Al ; " I 8 O 2.00% ao ° o STA: 12 +93.80, 2' LT. (DMP) ��, 1 hti . f ��' . i�,, _ e, I o f • =STA: 12 +92, 2 LT. (CORE DESIGN) .,�� '+� . I t w,I ;� -.. - -- ,� - 4 7 •. , • • $ I :,,I,, :t,; � c" PROPOSED EVENDELL SSMH�! 14A TYPE `' t yy �.r�. • ' , 4' Now K -� . 1 • • 1 • Y�1 C j 1 •' • .• • • • `/ B 48 "0 _ • 1 r, Y R DESIGN) j r X ? STA: 16+21-209 2'LT. . ""'* .'� --� ;}, ► r (B CORE DES G ) ;I , ti 4 - . ' ' Q RIM = 482.9± I �, SSMH #' 14TYPE 1 48 "0 ° --," .• (MATCH PAVING) ; �; �;, , RIM =486.81 ' ' S A: 0+88.42, 5.00 RT. u; ------- •- I.E.= 477.54 8" IN (N) ; SSMH# TYPE • 48 "f , w • , . NOTE. I•E.� 0.76 8" (W) ( 7 I- ' " I RIM =489.11 r r: x 0 10 20 40 I.E. = 477.54 $ IN (E) i TAX LOTS 0086, 0087 do 0088 MAY CONNECT TO I.E. =480.86 8 E .I" ` g I.E. - 477.44 10 (W) �. ; 1 ( DRAINFIIEW CASEk T Stec. 950' 72$1416 I I.E. =481.10 BASED ON INFORMATION FROM _ ! THE NEW SS LINE IN 160TH AVE S.E. j' Y l BARGHAUSEN &CORE DESIGN -, . ' .ti r �I ��! i xV I - -- - -. 'Y•1i do l MMENDED ,6Y eo. No.'s 1 01075; I MIN. =484.9 , _ ' '� _► f. �95o8020ytp 9 02241786 e� I STA• 19+ SCALE 1 4 0 9 0 ' A A ONED / 48.60, 2 LT. I SSMH# 15 TYPE 1 4800 RIM = 493.8± TACT "A' 5 DRAINAGE EASEMENT o " ; (MATCH EXIST. PAVING) i K 1'( 6 PVC SS STUB w I Rec. No. 9802241785 1 1 RECREA.YIONAL LE. =480.21 $ (W) i - OPEN `,SPACk ` I O 2 QO% MIN .9 (TYP ) i ; I ----- _ -_ 1.,:... r.t,,`•�- -� 1 1 � � LEGEND: - -___ _ ___ f, ,' _ I I ' r -------- - - 15' ST AIN AGE 1 ' 1 ' ', I MIN. FF =481.7 - ''. -� EXISTING WATER VALVE b; I l 1 ,. I 1 +54 1 STA: 8 +75.14, 6.64' LT. ` I SEMEN T �� ' _ 2 , ` - ;' EXISTING WATER METER RIM =479.6 ±' I ST 1 +11.75, 5.00' R . 1 - i ; 1 i, I EXISTING FlRE HYDRANT MATCH PAVING !' •I ! I 2 TYPE fi 48" ( ` " ' _ (MATCH �' 1 r .a 'r _ - _ 1 . _ EXISTING UTILITY POLE LE.= 464.33 $" OUT (S) RIM 472.78 �" 'iI ' - - `,.- -- - - - - - _ 1 I • ' j ! I I.E. 46362 10 IN (E 1 EX. I 1 r�, ' t ' , - MAIL BOX i I MIN. FF =466.3 2 I.E. 463:52 '10" OUT �' CONC. ( MIN. FF= 7.3 ,� r FOUNDATIOIJ I I m 11 11.'' EXISTING SIGN z i 00 I MIN. FF =467.6 4 I - - -1 +00 , c END OF CULVERT STA: 7 +45.09, 5.00' LT.1 +. ! _ .- - .l ( 3 ' ; MIN. FF= 477.4 I ' . , SSMH# 1 TYPE 1 4800 i r _ 47 MIN. FF =467.9 10 R ------- -...,� .� $ �- { _ _ �' `� ^ EMENT -� EXISTING CATCH BASIN RIM= 473.79 I �' I, 7 1 A7) ry o 5 �> _ - - - '11• ^ �. .{ . I µ • ` EXISTING BOLLARD LE. =463.03 100 IN (NdcE) CN MIN. FF =468.8. MIN. 68.2 . _ I UTILITY POLE ANCHOR I.E.= 462.93 100 OUT (S) ] QQ .� i MIW. -FF= 69.1 N l I ( to ' - �' ♦ CO { ;. I - ` STREET L�GH T VAC O a f 1 4 O ± I I / + 1 \ �/ - -_ 0 +46 " "241 OQ I CHAIN LINK FENCE ' " ' _ . - I I STA: 5 +04, 5.00' RT. w10oo FENCE ' 1 4 TYPE 148 "0 . < \ i 4 t .- 1 1 - ,,� •, _ -fir - - ,.,Ie_._,.11n1� _ , ' •' RIM = 478:62 BARB WIRE FENCE , I F + /i N 0. -_ ��_„_ ' It 1 I LE.= 465.58 80 IN rN I STA: 23 +01.70, 5.00' LT. -- - i • - r►. ' SO �` r -+ �+- �- -.1 �► l / " EXISTING PAVEMENT SSMH # 17 TYPE 1 48 *0 RIM = 480.31 (1'MIN CLEARANCE CONCRETE SQUARE COLLAR) NOTE: ALL SANITARY SEWER SERVICES ARE I.E. = 472.00 80 OUT (S) STATIONED STARTING FROM THE DOWNSTREAM SANITARY SEWER MANHOLE. 4 ,ti" ♦ "', f'' 'Y ' t , -' - -_� - "4 I.E. = 485.48 100 OUT (W S) 1 o o 1 287.1 LF' 1 Q O 0.50% It I 13 ` _ 1 I MIN. FF =466.8 � a k' N � ' •� � pp MIN FF =469 4 Ll Q i/ �% '` -r - - 1 - - -�__ 0 +00 ' • MIN. FF =467.1 p 1 r ' - -- -- ' - �r- - - - - - i, 1 `"',^ -,/,1 , •.{ 1 ; ', I K In��::r ��h4 MIN• FF =467.4 + ' Ill 1 w �"- _ - -. > . �.,, ,, ReOcMMNo ICBao 30765MENT G rl 1 6" vc SS STUB N �+1 '.. PROVIDE SS SERVICE STUB a a I - _ 33 -. / / _ -- MIN. FF =467.7 11 t O 2 MIN., I; TO EXISTING HOUSE T l -- - -4 STA: 2+ 7.64, S 74 RT. _ (�.) MIN. FF =468.6 -TO BE CONNECTED TO ° '� • - - w 1:11 : t MIN. FF =468.0 MINA F-F -468,3 MIN. FF =468.9 ( oo STA: 21 +56.48, 5.00' LT. SEWER PRIOR TO PROJECT 3 TYPE i ¢ I 28 I 0 +61 MIN. FF= 469.7, SSMH# 16 TYPE 1 48 0 . ._ 1 _ w 4- ,1, • ; RIM =474.20 1 29 >� CLOSEOUT _ w ;� 27 I RIM =476.3 , I ; I. 4.14 10 IN (f) 1 15 ST RM DRAINAGE .. f I 464. 10" OUT (W) I 1 EASEM NT (1 MIN CLEARANCE CONCRETE ' ' I 0 SQUARE COLLAR) _II_ -; 1+ �I f- - - -- t___ - -_ - I.E. =468.05 8" IN (N t-c ' t -- .. .... ,. 3,,,. t 1..... a I.E. =467.95 100 OUT (W)<. - - •. t -� -- 1 +16 MIN. FF -469.9 . - I 7.5! STORM DRAINAGE • r 9 MIN. FF =469.7 EASEMENT "i t_ 31 6 PVC SS STUB 15 , STORM DR NAGE .00% MIN.,, (TYP.) PC = 4. 33 I , ,• EASEMENT _4 we 4 10' PRIVATE 46 .1- •' _ ti r �, . FF =469.1 "1 16 25 MIN. FF =470.2 2 ' -_ ' I STORM DRAINAGE . ,� - - - , EASEMENT v ` 10' SS I f ', •I _ -'-, 45115 MIN. FF =471.0 A EASEMENT % `, / (SIVLLOW .,�. =470.0± �r • • ACCESS & ' t - - - (�TC>y PAVING) 24 % Q �� a ''` UTILITIES 1061 SYRIAN _ I. =467.10 , . =470.3 YEA NT % I , / MIN. FF =470.6 0 _.0000 % r 10 SERVI I �- PROPOSED EVENDELL SANITARY _41111111.1 ,SEWER MAIN • ENT! � - - - '� v 00 00 PROPOSED EVENDELL SSMH 2--"// � '� r � •. � / 1 � o,� \ I ; r �� r - (BY OTHERS) ' - - - - - - - IE= 452.92 8° IN �. �' M IE= 452.42 8" (OUT) T TRA •T• ,�, , �► o I 'J - S ` TRACT C" �-9,p �T SS C.O. SS C.O. ACCESS & UTILITIE SENSITIVE ARE GAF ,� RIM =471.2± RIM =4706 +; 3 i O a 0 IN 01-1 1 3 MINOIIUM FNWSH FLOOR CALCULATION FORMULA: 2.0% GRADE FROM INVERT OF SANITARY MAIN • SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB TO 100f INSIDE OF LOT + 3.0'f, s > 4 0 "TRACT '�' _ TRACT 'p �,/ 22 (M TCH PAVING) (MATCH P VINE) I i - , W/RAFFIG W/TRAFFI BEARING LID I STORM POND BEARING LID ` . � MIN. FF 470.7 I.E. =468.92 I•E� 469.4 � i N MIN. FF 472.7 MIN. FF 470.3 MI FF 470.4 20 MIH. FF 473.0 I % MIN. FF =471.1 , 10' P IVATE \. STOR DRAINAGE EASE ENT 20­00 4 , L r , VERTICAL DATUM CITY OF RENTON -NAVD 1988 BENCH MARK: BROKEN BRASS SURFACE DISC ON CONIC ST. SURFACE, FLUSH. CITY OF REN TON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE RECOMMENDED CALL BEFORE YOU DIG TO CITY STANDARDS FOR APPROVAL 1- 800 -424 -5555 Dote 3 BY EXISTING UTILITIES 9101 ARE FN W THE BEST AVA I LAKE I WORMAT I ON AND DOte B Y NO GUMORE IS MADE AS TO THE w BY EXACT SIZE, TYK a LOCATION OR OEFTN . � ROLL 1 '9,� 0 Z �o� p ' S JAN. 9, 2006 -� S.E. 137TH PL. STA:4+76.279 8.20' RT. SSMH# 5 TYPE 8 -5400 (SHALLOW MH) RIM =472.29 MINOIIUM FNWSH FLOOR CALCULATION FORMULA: 2.0% GRADE FROM INVERT OF SANITARY MAIN • SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB TO 100f INSIDE OF LOT + 3.0'f, s > 4 0 "TRACT '�' _ TRACT 'p �,/ 22 (M TCH PAVING) (MATCH P VINE) I i - , W/RAFFIG W/TRAFFI BEARING LID I STORM POND BEARING LID ` . � MIN. FF 470.7 I.E. =468.92 I•E� 469.4 � i N MIN. FF 472.7 MIN. FF 470.3 MI FF 470.4 20 MIH. FF 473.0 I % MIN. FF =471.1 , 10' P IVATE \. STOR DRAINAGE EASE ENT 20­00 4 , L r , VERTICAL DATUM CITY OF RENTON -NAVD 1988 BENCH MARK: BROKEN BRASS SURFACE DISC ON CONIC ST. SURFACE, FLUSH. CITY OF REN TON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE RECOMMENDED CALL BEFORE YOU DIG TO CITY STANDARDS FOR APPROVAL 1- 800 -424 -5555 Dote 3 BY EXISTING UTILITIES 9101 ARE FN W THE BEST AVA I LAKE I WORMAT I ON AND DOte B Y NO GUMORE IS MADE AS TO THE w BY EXACT SIZE, TYK a LOCATION OR OEFTN . � ROLL 1 '9,� 0 Z �o� p ' S JAN. 9, 2006 -� S.E. 137TH PL. STA:4+76.279 8.20' RT. SSMH# 5 TYPE 8 -5400 (SHALLOW MH) RIM =472.29 I.E. =466.60 10' IN (N) I.E. =466.50 100 OUT (E) I.E. =486.50 C OUT (SW) S•3 ? ? ?pS DALEY- MORROW- POR.ETE, WC. U` "~ UK DEVELOPIuENT, NC. 726 AUBURN WAY NORTH P.O. BOX 146, RENTON, WA., 98057 AUBURN WASHINGTON 98002 PHONE No. (425) 228 -9750 PHONE: (2535333 -2200 (FAX)333 -2206 PROJECT PLAT OF SL*WEYM G40VE L7 p l irlCOrpOrOt�d WMAW 10 I \Project \01-470 Li1ER7y \dw9\01470ENG.dwp 1/19/2005 911917 M PST 0 AN $ t .2 err 1 � (3 L ti N I z R 1 t ♦Z N 9 g I 1 0 4 ROLL 1917 • FFL I \Pro jKt \01 -470 11KRTY \dAq \01470ENGdtp 1/19/2005 91917 AN PST ASR t t ta I!t 1 f `1 �V A� Y _ 0 W r o �c 0 i Nc) z z �+ O waa'x z 0� w wU E--4 P14 U �Q �� u ��a w z z cQ a 0 0 0 3 w CL F-4 CON ITI m c a o O z a I 3 0 0 E E� • i i I I 470 - _- _ - - - -- u� It w J w r II w J w STA: O+ SS RVICE 1 3 0 CD ..2• i ! ! n Q V) W 0 J p O p p 0 O 1L O PM ELEV = 489.87 2 LLi d U) + 0 > A.D. _ -3.55 0 PM ;TA 4+58.40! z K =28.13 v PM �LEV = 1472.50 w 455.00 _ - - IK 56; 31 CID - 0 STA: pa� C 10. 49 f 1+00 0+ 00 xis E.O.P. S N EL 491.47 to PM TA + 33.40;' o W- 3 0 0 E E� • i i I I 470 - _- _ - - - -- u� It w J w r II w J w STA: O+ SS RVICE 1 3 0 CD ..2• i ! ! n Q V) W 0 J 100.006 vac I U PM STA 0 +83.15 0 O 1L O PM ELEV = 489.87 2 LLi d U) + 0 > A.D. _ -3.55 0 PM ;TA 4+58.40! z K =28.13 v PM �LEV = 1472.50 w 455.00 _ - - IK 56; 31 1 I 1 1 I tT :0 +93 �- MA - _ ST :0 +93 $S SER CE TEE ST :5+ 3.40 716' RT. S H# TYPE -48 "• J 460 I, - - -- I RIM 470. -� Ot -- - - I (' ATCH AViNG I.E. 467.101 i I I 1 i AT412lf ELE I F 1 455.00 `" n ch Ln (10 � 0 6+ 00 VERTICAL DATUM .J 11 11 « A PORTION OF NE 1/4, SE 1/4, SEC. 14, T -23N, R -5E, W.M. (CITY OF RENTON, SANITARY SEWER), KING COUNTY, WASHINGTON y + N N c� EXIST. GRADE ® m • ' C/L ROAD M cc Go 00 z 100 01 V) UJI M m S$ SERMI E TE lool STA.- 14.70 SS SE VICE 1 l r r ' / STA:1 + 54 1 �%"_ ��• SS SE VIC TE - -- ST :0+88. �2 5.0 RT. H# 7 000", $ RI = 489.11 g�O I I.E. 481.10] TA:1 +00 I� S SER%OCE TEE - ' I t- Sf A: O+ V SERVI E TEE STA 1 +1 fi - SA0 +1 SER TEE S A :O+ S A:2+ .97, 5. RT. ' S SER CE R M_ 478.02 U I. . =466.$8 8" I (N) w I. . =466. 10 13UT (Watt) -.S fA - -�-- SSMH #, 5 TYPE B-5406 RIM =412.29 i SS I SERVICE'.' TEE _ I I.E. .60 10 IN (N) 1 I.E.= .50 10 OUT O ! " I.E. .50 8 OUT S Go r m a$ m 'd r. O d r �`) O N N ' d cD ld 00 • d { R { st { d { sr � d 5+ 00 4+00 3+ 00 FINISH GRADE CA ELEVATIONS EXISTING GROUND C/L ELEVATIONS 162ND PL. S (URBAN SUBACCESS) HORIZ. SCALE 1" =40' VERT. SCALE 1 =4p CITY OF RENTON -NAVD 1988 BENCH MARK: BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 •02 PA it N � � OD 2 +00 I 100.006 vac I 04 0 q- 0 PM STA 0 +83.15 0 O r-- � PM ELEV = 489.87 2 LLi d U) + 0 > A.D. _ -3.55 0 `r X Q aW K =28.13 v zin 455.00 CID - 0 STA: m- - C 10. 49 f 1+00 0+ 00 xis E.O.P. EL 491.47 PM TA + 33.40;' W- PM LEV = 475.97 I - .� r = 35J99 z ROAD /L -� ,. 00.00 iiVC / Q 0 pro y + N N c� EXIST. GRADE ® m • ' C/L ROAD M cc Go 00 z 100 01 V) UJI M m S$ SERMI E TE lool STA.- 14.70 SS SE VICE 1 l r r ' / STA:1 + 54 1 �%"_ ��• SS SE VIC TE - -- ST :0+88. �2 5.0 RT. H# 7 000", $ RI = 489.11 g�O I I.E. 481.10] TA:1 +00 I� S SER%OCE TEE - ' I t- Sf A: O+ V SERVI E TEE STA 1 +1 fi - SA0 +1 SER TEE S A :O+ S A:2+ .97, 5. RT. ' S SER CE R M_ 478.02 U I. . =466.$8 8" I (N) w I. . =466. 10 13UT (Watt) -.S fA - -�-- SSMH #, 5 TYPE B-5406 RIM =412.29 i SS I SERVICE'.' TEE _ I I.E. .60 10 IN (N) 1 I.E.= .50 10 OUT O ! " I.E. .50 8 OUT S Go r m a$ m 'd r. O d r �`) O N N ' d cD ld 00 • d { R { st { d { sr � d 5+ 00 4+00 3+ 00 FINISH GRADE CA ELEVATIONS EXISTING GROUND C/L ELEVATIONS 162ND PL. S (URBAN SUBACCESS) HORIZ. SCALE 1" =40' VERT. SCALE 1 =4p CITY OF RENTON -NAVD 1988 BENCH MARK: BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 •02 PA it N � � OD 2 +00 I I { ' 1 I I i l � 1 I DA ELEV 455.00 CID v Of f 1+00 0+ 00 NOTE: FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE SANITARY SEWER MAIN. BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE CALL BEFORE YOU DIG TO CITY STANDARDS 1- 800 - 424 -5555 Dot- EX 1 ST I ID UTILITIES SHM ARE FRM THE BEST AVA I LADLE I WOO M►T 1 olu AND Dom- Io WM1IMITEE 18 MADE a TO Tw EXAICT SIZE, "K a LOCATION OR OEI ". ROLL 1'917 RECOMMENDED FOR APPROVAL BY BY BY 480:- T i 1 DATUM ELEV 455.00 N 0+00 S 3 22207 I.E.= 05 8 IN (N I.E.= 7.95 lOr OUT (rl) i I ! i 1+00 2 +00 TYPE II "-0 RIM =480.3: CONCRETE 'i 8" TT (S) I i PROFILE SSMH# 5 TO SSMH# 17 HORIZ. SCALE 1 " =40' VERT. SCALE 1 " =4' ��,N (. HALEY- MCFROW-POBt..ETM, WC. �F q 726 AUBURN WAY NORTH AUBURN WASHINGTON 98002 -A PHONE: (2535333 -2200 (FAX)333 -2206 2 p13 C � - �ss�ohA a L F;lJR1/EYNVC� t LAIC inCOrpprOte d PLANNM ExP1RES: JAN 9, 2006 LAKEfICIQE DEVELOPMENT, NQ P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228 -9750 PROJECT PLAT OF UBEATY GROVE 8AWAff SEWN PFK 7 10 I \Proxtt\01- 470 11ERTr\dwq \01 470ENG*wg 1/19/2005 41917 AN PST `��: a• . •, j��) SCANNED AN IS .2MO ' C� y N z a • 1 z 9 g �a G q f 0 ROLL 1'91 7 41 .. F 07 I \PrpxCt \01-470 IIKRTY \dwq \01470ENG4p 1/19/2005 91917 AM PST (' r, , = J,? 1 0 4,� -'A NN p An 2 2 Z4wf • 0 r V N N • x Z ul t a 2.5 6.5' 1' 1' MIN. 1. 1. MIN. MIN. MIN. MIN. MIN. 2" CLASS 'B' 1' 1' 2.5' 1' 1' . ... MIN. MIN. MIN. MIN MIN. ......... 2" CLASS `B' OACP CLASS FACE OF `E' OR 'B' CURB OR 6" CRUSHED EDGE OF SURFACING AVEMENT TOP COURSE . . ......... CRUSHED CENTER LINE ROCK, * 2" TO 6" OR LANE LINE FLOWABLE FILL OR AS CLASS 'E' REQUIRED BY OR CLASS ..... ...... >< .... ENGINEER . * SEE DWG# HR -05 FOR MINIMUM STANDARDS TYPICAL PATCH FOR FLEXIBLE PAVEIIIENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE N. T. S. .� Y ADOPTED SP PAGE:HO32A DWG. NAME:HR -23 6.5 MIN. 2 IR + �y OF RENTON as DEPTH OF GRIND sT�� PIANS OR SAWCUT AND N LST DATE: 12/96 DATE REVISION BY APPR REMOVE .4t t F �t NO see . , , • • • • . •, . • . ORDINARY PIPE BEDDING FOR 4" PIPE BEDDING GRAVEL COMPACTED FOUNDATION GRAVEL IF REQUIRED BEDDING CLASS DESIGN DIMENSION 0 CLASS B CLASS C CLASS D W A SANITARY SEWER NOTES AND • • * ZERO 0 SPECIFICATIONS: ° 111 ° 1 O.D. C 3/4 O.D. 1/2 O.D. 1 /8 O.D. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE .•.. .• ..•M• X. .•.•. WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND U2 SPECIFICATIONS. 0 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL W PUBLIC WORKS CONSTRUCTION" PREPARED BY [-4 E-4 Z WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS z O z &_4 ASSOCIATION, LATEST EDITION (APWA) AND CITY OF 0 wU RENTON STANDARD SPECIFICATIONS. 0 A w � 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE W .e4 w APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S 0 O RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT a U) >.. LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. L:3 0­4 �y u 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE C-� MEANS, METHODS AND SEQUENCES OF CONSTRUCTION W AND FOR THE SAFETY OF WORKERS AND OTHERS ON �'+ A THE CONSTRUCTION SITE. W 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE • OVER ALL OTHER PLANS. a 7. A COPY OF THESE APPROVED PLANS MUST BE ON w THE JOB SITE WHENEVER CONSTRUCTION IS IN O - 0 PROGRESS. E'-4 : 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF z RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY W a.. SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED �•'i BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. .a 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, a THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY w COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL o BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A z TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY Q �: AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND 6 0 © o MULCHED OR OTHERWISE STABILIZED TO THE I _ SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE w WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND Of BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE ° 0 TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 16 Z 0 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 2.5 6.5' 1' 1' MIN. 1. 1. MIN. MIN. MIN. MIN. MIN. 2" CLASS 'B' 1' 1' 2.5' 1' 1' . ... MIN. MIN. MIN. MIN MIN. ......... 2" CLASS `B' OACP CLASS FACE OF `E' OR 'B' CURB OR 6" CRUSHED EDGE OF SURFACING AVEMENT TOP COURSE . . ......... CRUSHED CENTER LINE ROCK, * 2" TO 6" OR LANE LINE FLOWABLE FILL OR AS CLASS 'E' REQUIRED BY OR CLASS ..... ...... >< .... ENGINEER . * SEE DWG# HR -05 FOR MINIMUM STANDARDS TYPICAL PATCH FOR FLEXIBLE PAVEIIIENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE N. T. S. .� Y ADOPTED SP PAGE:HO32A DWG. NAME:HR -23 6.5 MIN. 2 IR + �y OF RENTON as DEPTH OF GRIND sT�� PIANS OR SAWCUT AND N LST DATE: 12/96 DATE REVISION BY APPR REMOVE .4t t F �t NO see . , , • • • • . •, . • . ORDINARY PIPE BEDDING FOR 4" PIPE BEDDING GRAVEL COMPACTED FOUNDATION GRAVEL IF REQUIRED ORDINARY PIPE BEDDING FOR 6" AND LARGER PIPES • ' ' ' ' • . CONCRETE co .. . • A- 0 ' • • v 8" • • • �6 ' • . . a' . A FOUNDATION GRAVEL • IF REQUIRED o pi w CA T_ CONCRETE ENCASEMENT PIPE BEDDING CLASSES N. T. 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. EDGE OF PAVEMENT, - LANE LINE MARKING EDGE OF CURB & GUTTER, OR CENTER OF 7' -$9• LANE LINE STANDARD VEHICLE WHEEL PATH MIN. 4.5' 3' < < MIN. SIN. ....................................... .........................::.T. .. . .. MIN. 2" CLASS "B" 2" SAWCU T AND REMOVE OR GRIND ACP CLASS 'E' ~1' OR `B' MIN. `-- 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, • FLOWABLE FILL OR SEAL WITH AR4000W AS REQUIRED BY 25' ENGINEER No. MINIMUM ACP CLASS E SHALL BE: PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS `E' OR `B' RESIDENTIAL ACCESS STREETS -- 2" ACP CLASS 'E' OR `B' NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. LANE WIDTH OVERLAY FOR FLEXIBLE PAVEMENT ONLY N.T.S. ADOPTED SP PAGE:HO32A DWG. NAMEMR -23 CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DATE I REVISION IBY APPR' 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18 ". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. • • * ZERO , B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1 /8 O.D. O.D. .•.. .• ..•M• X. .•.•. a :{;±�t.�r. � •�• fir•_•_• • • •r_ �; ORDINARY PIPE BEDDING FOR 6" AND LARGER PIPES • ' ' ' ' • . CONCRETE co .. . • A- 0 ' • • v 8" • • • �6 ' • . . a' . A FOUNDATION GRAVEL • IF REQUIRED o pi w CA T_ CONCRETE ENCASEMENT PIPE BEDDING CLASSES N. T. 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. EDGE OF PAVEMENT, - LANE LINE MARKING EDGE OF CURB & GUTTER, OR CENTER OF 7' -$9• LANE LINE STANDARD VEHICLE WHEEL PATH MIN. 4.5' 3' < < MIN. SIN. ....................................... .........................::.T. .. . .. MIN. 2" CLASS "B" 2" SAWCU T AND REMOVE OR GRIND ACP CLASS 'E' ~1' OR `B' MIN. `-- 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, • FLOWABLE FILL OR SEAL WITH AR4000W AS REQUIRED BY 25' ENGINEER No. MINIMUM ACP CLASS E SHALL BE: PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS `E' OR `B' RESIDENTIAL ACCESS STREETS -- 2" ACP CLASS 'E' OR `B' NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. LANE WIDTH OVERLAY FOR FLEXIBLE PAVEMENT ONLY N.T.S. ADOPTED SP PAGE:HO32A DWG. NAMEMR -23 CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DATE I REVISION IBY APPR' 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18 ". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1 -800- 424 -5555 EX 1 ST I NG UTILITIES 111111011111 ARE FFM THE BEST AVAILABLE I WOMOT I ON A14D NO QNVIIANTEE IS WOE As TO TW EXACT S I ZE , TYK LOCATION OR OE"N . * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. - -\ ADOPTED crrr of RENTON \, J srnrmARu Pw+s I9T DATE: 4/97 SP PAGE -8077 / DWG_ NAME -RW18C 4-4-97 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. * * ZERO 54 B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1 /8 O.D. O.D. - BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1 -800- 424 -5555 EX 1 ST I NG UTILITIES 111111011111 ARE FFM THE BEST AVAILABLE I WOMOT I ON A14D NO QNVIIANTEE IS WOE As TO TW EXACT S I ZE , TYK LOCATION OR OE"N . * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. - -\ ADOPTED crrr of RENTON \, J srnrmARu Pw+s I9T DATE: 4/97 SP PAGE -8077 / DWG_ NAME -RW18C 4-4-97 Cwreatmi aoit 4 WT Vf S- -0-91 Rw1we DGU% 4.6,7,! & AM" note • Si - - -- DATE REVISION BY APPR' CHECKED FOR COMPLIANCE TO CITY STANDARDS Dote_ Dote Dote RECOMMENDED FOR APPROVAL BY BY BY 0 Z AFC \� S/0 I N� �xP*tES: JAN 9, 2006 S- 3 ?� ?09 NOTES: 7' MORTAR FILLET MANHOLE FRAME AND COVER SEE DRAWING BR29 ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - `E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF --PRECAST BASE SECTION OR CAST IN SHELF. 1 -­­1 �-- 6" MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL N. T. S. 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. ADOPTED SP PACE-8071 Z DWG NAME:BR28 CITY OF RENTON STANDARD PLANS LST DATE: 04 /1 0/00 'A' `B' `C' `D' 'E' 48 MH 48 6 MIN. 5 MIN. 24 MIN. 21 I.D. 54 MH 54 8 MIN. 5.5 MIN 24 MIN. 24 I.D. 60 MH 60 8 MIN. 1 fi MIN. 42 MIN 30 I.D. 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. ADOPTED SP PACE-8071 Z DWG NAME:BR28 CITY OF RENTON STANDARD PLANS LST DATE: 04 /1 0/00 &9dwa =44& ms arc i o � ao4. ra DATE REVISION BY APPR' DAI.EY-MC)WOW-PODLUE, NC. 726 AUBURN WAY NORTH AUBURN WASHINGTON 98002 PHONE: (2535333 -2200 (FAX)333 -2206 F' - - SL* VEYN O Q LAW PLANNM inCOrpOrat0d PROA C T LAKE ADM DEVELOPMENT, W. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228 -9750 DETAL,B 1110 Ni0►T� � �-- 9--� -- _ 10 1 \Projtct \01 -110 �1�ER1'r \d�q \OI��OENGop 1 /19 /POOS 41417 AM PS? c- w ti • z R < I < Z F g I Ll w 4 ROLL 1 91,74m �Eo An Is ZOOT I \Propct \01 -470 t lKR7Y\dw9\01,7OEMG.dw9 1/19/2003 9k19%17 MI PST J • 0 I w ti ti r L 0 G 3 s� S R a z � 0 o � o �a� z W �a wTrW OO ��'�Qr' �� /-4� O � H QE Oa w — (1a' � W U � 1W �� O�y 0 ���;H �� rya � di E �I' �i �� Wz zQI �O U] � N~ W 0 x a 0 o� 3 LI �II(--��� U j rn 1 3 x m rn u �� '_ z � a S �� F y� �� a it ��� 5 N►v�r/® � % ° fit? d r A PORTION OF NE 1/4, SE 1/4 SEC. 14, T- 23i�1, R -SE, W:Noi. {CITY ®F RENTGN, SANITARY SE�A/ER) KING COUNTY, 11VASHiNGTON 1t� 11 S88.29'23 "E S.E. �l'iII ST. 11 15 14 zsz2.4s' (S °E° 128th S ss7 9's2° 11 12 253 .17' 14 113 I w I I � -. w!� 3 � � N � M Si N N � 4+� W,IO z oo N � STAN D+00 Oo nz I ti 160TH AVE: S.E. I _ _ K_C.S.C. PT. NO. 3758 -T� � FN 1° I:P. W\LEADim DESCN 3A BRASS DISK IN -- � �r A .PIN IN CASE CONC., 0.8° DOWN ' !30.01 �sooro3'S5'w �z�� � � � i _, �_ 326.32' , I � I �, I j -� NBe�'2a FND NAIL IN _ �gR� ' s9o.s,' I I � soozs'2,'w CONC IN CASE S.E. 136th ST. ;cRa'VE se>'ss2b-E � �y ,z9.os• � i 2615.02. S ..59318' I I,. t I �- 'r--`- -J� CENTER OF SECTION -�` � 6+-�u I � STA:0 +00 (/j �1 w 67s6'sD °w , S.E. 136TH ST_ y _ i NoD'¢52j'E 3 „- 32302 ! , Qi i` � . - t7i S88'OB'27'� -� '� I - --�� I 593.39' t , 3I' v�� �I� O n, 15 14 �2 23 NH M-I O 0 20� SJ_00 SCALE 1" _ .500' �, �— LIBERTY GROVE LIBERTY GROVE: , , ��� �- u 4 Cp STA• 0+00 30.0 3 OF 9 GROVE SITE f f O Z S.E. 136TH ST. 111111 I _ CONTIGUOU i_ N►v�r/® � % ° fit? d r A PORTION OF NE 1/4, SE 1/4 SEC. 14, T- 23i�1, R -SE, W:Noi. {CITY ®F RENTGN, SANITARY SE�A/ER) KING COUNTY, 11VASHiNGTON 1t� 11 S88.29'23 "E S.E. �l'iII ST. 11 15 14 zsz2.4s' (S °E° 128th S ss7 9's2° 11 12 253 .17' 14 113 I w I I � -. w!� 3 � � N � M Si N N � 4+� W,IO z oo N � STAN D+00 Oo nz I ti 160TH AVE: S.E. I _ _ K_C.S.C. PT. NO. 3758 -T� � FN 1° I:P. W\LEADim DESCN 3A BRASS DISK IN -- � �r A .PIN IN CASE CONC., 0.8° DOWN ' !30.01 �sooro3'S5'w �z�� � � � i _, �_ 326.32' , I � I �, I j -� NBe�'2a FND NAIL IN _ �gR� ' s9o.s,' I I � soozs'2,'w CONC IN CASE S.E. 136th ST. ;cRa'VE se>'ss2b-E � �y ,z9.os• � i 2615.02. S ..59318' I I,. t I �- 'r--`- -J� CENTER OF SECTION -�` � 6+-�u I � STA:0 +00 (/j �1 w 67s6'sD °w , S.E. 136TH ST_ y _ i NoD'¢52j'E 3 „- 32302 ! , Qi i` � . - t7i S88'OB'27'� -� '� I - --�� I 593.39' t , 3I' v�� �I� O n, 15 14 �2 23 NH M-I O 0 20� SJ_00 SCALE 1" _ .500' 2621.22' 1309.11 23� 24 STA: 0 +00 160TH AVE. S.E. SECTION SUEDIVISION & CONTROL DIAGRAM NE %4 & SE %4 SEC.14, TWN. 23N., R. SE., W.M. BURIED UTILITIES IN AREA CHECKED FOR COMPLIAI CALL BEFORE YOU DIG TO CITY STANDARDS 1- 800 - 424 -5555 EXISTING UTILITIES SHOVM ARE FROM `� -�� � Date_ THE BEST AVAI (ABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE Date_ EXACT SIZE, TYPE, LOCATION OR DEPTH. _ _ X11 SITE. ADDRESS &PARCEL N0. LEGAL DESCRIPTIONS: �, �— LIBERTY GROVE LIBERTY GROVE: , , ��� �- 13535 160TH AVE. S.E. Cp STA• 0+00 30.0 3 OF 9 GROVE SITE f l() S.E. 136TH ST. 111111 I _ CONTIGUOU 13612 160TH AVE. S.E. � � RENTON,WA90959 THENCEWESTERLY TO A POINT ON THE WEST LINE OF SAID �_ - - --- i '��I.e i N a0 O Z WW 13644 160TH AVE. S.E. LINE WAS ESTABLISHED BY JUDGMENT ENTERED JANUARY 29, I I [�] � N DETAILS &NOTES tl2 _ t�lO t ^N ''�i\° of w K.C.S.0 PT. N0. 3764 Gi' Q,' CITY OF RENTGN -NAND 1988 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. �' I � I4 BENCH MARK: BROKENBRASS SURFACE EL= 360.185 ELLIPSOID CONVERSION .CI" I COt� �nq T }LST THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS•BUILT C Z ns-`TTf 2., t,ECTCaG l.TE2ALS ACTUALLY USED DURDJO � VICINITY DESC =COPPER PLUG IN '�` � INTERSECTION OF SE 128th ST. AND ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 'b 156th AVE. SE. ELEVATION: 547.94 OF PLATS, PAGE91, RECORDS OF KING COUNTY, WASHINGTON; CONC., IN CASE � ...____. � HPGN 83/91 PER KING AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 COUNTY SURVEY CONTROL FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET OF SAID � TRACT 1 AS PER KING COUNTY ENGINEER SUBDIVISION No. 2621.22' 1309.11 23� 24 STA: 0 +00 160TH AVE. S.E. SECTION SUEDIVISION & CONTROL DIAGRAM NE %4 & SE %4 SEC.14, TWN. 23N., R. SE., W.M. BURIED UTILITIES IN AREA CHECKED FOR COMPLIAI CALL BEFORE YOU DIG TO CITY STANDARDS 1- 800 - 424 -5555 EXISTING UTILITIES SHOVM ARE FROM `� -�� � Date_ THE BEST AVAI (ABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE Date_ EXACT SIZE, TYPE, LOCATION OR DEPTH. _ _ X11 SITE. ADDRESS &PARCEL N0. LEGAL DESCRIPTIONS: 11 � SE 129TH LIBERTY GROVE LIBERTY GROVE: COVER SHEET /HORIZONTAL /VERICAL CONTROL PLAN 13535 160TH AVE. S.E. LIBERTY GROVE SANITARY SEWER PLAN RENTGN, WA. 98056 LOT 7, BLOCK 1, AND THAT PORTION OF LOT 6, BLOCK 1 LYING 3 OF 9 PARCEL # 36 6 45001 40 SOUTHERLY OF A LINE BEGINNING ON THE EAST LINE OF SAID SITE f LOT 6, AT A. POINT 12.3 FEET NORTH OFTHE SOUTHEAST SANITARY SEWER PROFILE (160TH AVE. S.E.) LIBERTY GROVE CONTIGUOUS coRNER THEREOF; 5 OF 9 13612 160TH AVE. S.E. MAPLE HEIG11T5 RENTON,WA90959 THENCEWESTERLY TO A POINT ON THE WEST LINE OF SAID SANITARY SEWER PROFILE (S.E.137TH ST.) PARCEL # 1457500085 LOT 6 WHICH POINT IS 4.8 FEET NORTH OF THE SOUTHWEST 7 OF 9 CORNER THEREOF AND THE TERMINUS OF SAID LINE AS SAID 8 OF 9 13644 160TH AVE. S.E. LINE WAS ESTABLISHED BY JUDGMENT ENTERED JANUARY 29, SE 144TH ST RENTGN, WA 98059 1969IN KING COUNTY SUPERIOR COURT CASE No. 691199, ALL DETAILS &NOTES PARCEL #1457500090 IN JANNETT"S RENTGN BOULEVARD TRACTS, ACCORDING TO THE CEDAR RIVER REGIONAL PARK PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 60, ''�i\° of w VERTICAL DATUM RECORDS OF KING COUNTY, WASHINGTON; DETAILS (CONY.) CITY OF RENTGN -NAND 1988 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. �' I � I4 BENCH MARK: BROKENBRASS SURFACE 1�r� IO�LS I DISC ON CONC ST. SURFACE, FLUSH. LIBERTY GROVE CONTIGUOUS: I COt� �nq T }LST THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS•BUILT C Z ns-`TTf 2., t,ECTCaG l.TE2ALS ACTUALLY USED DURDJO CITY OF RENTGN BENCH No. 2103. VICINITY LOCATED AT THE CONSTRUCTED TRACTS 1 AND 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, `� INTERSECTION OF SE 128th ST. AND ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 D 'I'�:;iF ?J;,D B i t:rr Ok iRJUE2 rvtY D3RECT SU, c,.4ISiON ON THIS 156th AVE. SE. ELEVATION: 547.94 OF PLATS, PAGE91, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET OF SAID ...____. MERIDIAN: TRACT 1; HPGN 83/91 PER KING AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 COUNTY SURVEY CONTROL FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET OF SAID TRACT 1 AS PER KING COUNTY ENGINEER SUBDIVISION No. BASIS OF BEARINGS: 6646, RECORDED UNDER RECORDING No. 9 41 02506 73; THE S. LN. OF THE SE 1 /4, SEC. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 14- T23N -RSE, W.M. BEARING N88'37'40 "W a �.,. I �CC M ro ' tl� N TABLE OF CONTENTS o � N' 0 SHEET No. TITLE 11 � SE 129TH 1 OF 9 COVER SHEET /HORIZONTAL /VERICAL CONTROL PLAN 2OF 9 LIBERTY GROVE SANITARY SEWER PLAN 13 sE tssrH sT 3 OF 9 SEWER PROFILE (S. E. 135TH. PL. /TRACT "A ") SITE f 4 OF 9 SANITARY SEWER PROFILE (160TH AVE. S.E.) 5 OF 9 LIBERTY GROVE CONTIGUOUS SANITARY SEWER PLAN MAPLE HEIG11T5 6 OF 9 SANITARY SEWER PROFILE (S.E.137TH ST.) SE 142ST 7 OF 9 SANITARY SEWER PROFILES (162ND PL. S.E./ SSMH# 5 -SSMH# 17) 8 OF 9 SANITARY SEWER PROFILE (S. E. 136TH ST.) SE 144TH ST 9 OF 9 DETAILS &NOTES � \P% L•' '9 "� CEDAR RIVER REGIONAL PARK �n ,49TH h •' � A2W 23 ''�i\° of w 10 OF 9 DETAILS (CONY.) °��`� .G' !" O �' I � I4 U::DERGROUND PIPE LOCP.TfON BASED ON SURFACE FEATURES. ACTUAL LGCATION N.AY VARf 1�r� IO�LS I I COt� �nq T }LST THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS•BUILT C Z ns-`TTf 2., t,ECTCaG l.TE2ALS ACTUALLY USED DURDJO O �OI5IE,t��� �IO NAL VICINITY C(t�TRJ ION, ACCURATELY REFLECTS E:O ^s'"`d FOLD CONDITIONS AS `� D 'I'�:;iF ?J;,D B i t:rr Ok iRJUE2 rvtY D3RECT SU, c,.4ISiON ON THIS _ _:.....�..�„ L `I � J, Z,p08 Lr.t ::. _ ...____. 10 11 � SE 129TH N 12 STREET 14a� v�N �. 13 sE tssrH sT �� Qi 15 SITE f "L�ERTY H.s. m ST MAPLE HEIG11T5 OOD 4 v_, � SE 142ST _�_ I � � t ♦a PARK I� SE 144TH ST °FS "'F�3S1BR�' °���`� S��Nq � E�� v.f SE I RENTGN FlSH AND A CEDAR RIVER REGIONAL PARK �n ,49TH h •' � A2W 23 RECE PRE ; SZ 24 22 NE5 R p0 j OfOgR Rif `� �' I � I4 KENYAN I 'NAPE£ VALLE'A ROAD VICINITY ltl:.'A1N.T.S. f ® e ��_ � � ®> ®'. `- s � � ro � �' W N N r�I L N v�N �. DALEY- MORROW- P(��L.ETE; INC. ruENT i AkEalnr:E QEVELOPMENT, INC. �F, � ` 726 AUBURN WAY NORTH AUBURN WASHINGTON 98002 P.O. BOX 146, RENTGN, WA., 98057 c, PHONE: (253333 -2200 (FAX)333 -2206 PHONE No. (425) 228 -9750 aRGaECr RECOMMENDED FOR APPROVAL =P,� N I( I BY °FS "'F�3S1BR�' °���`� S��Nq � E�� ENGINEERING - SURVEYING ® ® LAND PLANNING ��_ o�ated PLAT OF LIBERTY GROVE/ LIBERTY GROVE CONTIGUOUS SANffARY SEWER COVER SHEET HORRONTAL /VERTICAL CONTROL PLAtd gY EXPIRES: JAN. 9, 2006 BY �' I � I4 �� ���� I� \Project \BI -4]0 LIBERTY \dxg \Hl4]BENG,tlwg I/l5/20g5 9.!$.I] An i�Si nB 5 'z�220$ ��� t ^: o r SCANNED APR 2 2 zoa5' f ® e ��_ � � ®> ®'. `- s � � ro � �' W N N r�I L N 0 w N E 4TH ST. A PORTION OF NE 1/4, SE 1/4, SEC. 14, T -23N, R -5E, W.M. o { i 28TH �T" (CITY OF RENTON, SANITARY SEWER) ` KING' COUNTY, WASHINGTON is 00 1 -- -- - 3 I 72..3 5-/ F �,j Z STA:13+5839; 5:G& 6. a I I I 1_g - I SSMH# 13 TYPE 1 48°0 $ W a p I I R IM= - CH-EX8 ST (MATCH-P A 8I E.=488 55 OUT(S) 9•YZ� ® a W { 4 0o I� I I /.E. "/ 8 "bSCT�B (N) Hs9.sz� o Q C4 ( L- I STA:1 +46 6& 5.99 LT, I 4 ►� e s I_= SSMH# 12 TYPE B -48' " ' I ' 1 0 10 20 40 RIM- 492 -7-2v5 .79 RIf 9 5D E- - �j I.E =486ia7 8" OUT �S yS .6N t I " -� r + 91. E. SCALE �e�40 I c x}86 7Y b (NC � ) _.- I t :. SIN - -- _l L 1 -E TRACT 'A7 _ _ _ LEGEND: @� S><uB 6' PVC SS STUB 7 7 _ .. EXISTING WATER VALVE -ell MIN. FF =485.5 MIN. FF -486.0 10 / � O - & UTiLITIE - -_. - 1 _P per. - r _ .. % �e.� `_. `Pls 11 x MIN. FF -488.4 � ( ) i _ � � � 13 + EXISTING WATER METER & ' �. ACCESS ®2.00% MIN.. TYP. 1`I.. 64 # I- �. p0 _ i MIN_ FF -4 y _ & MIN. 490.2 V f - ' rt .1 `.. ^i' C:PL? EXISTING FIRE HYDRANT i .11 MIN. FF= 490.2 *'V. ��t SS. VICE.. u \ ,� I- - dii_8' ? EXISTING UTILITY POLE N 78 = STA,5 +36.36. 17.14 LT. EA ENT u' no rt,tcnn MAILBOx �. I �I SSMH `11 TYPE 1 -48`� T I I I i - - o I .. 1 I I I r_ - -, _ EXISTING SIGN '^ 13 RIM = 491. -8s7 �� I I " .,�I` 10' PRIVATE STORM > 'i " END of CULVERT 12 q?5ZQ.E:= 4$1:93 6" IN (WXNw) ` - t` 9 TRACT B' I I MIN. FF =488.7 DRAINAGE EASEMENT z T I -. . --- -yd -.0 I] EXISTING CATCH BASIN o - v _, MIN. FF -485.3 s REC. OPEN I I 5 /f21?r I ,-.s F1 Spy - - / r - '�-I s crl � l"'f i � I: I = 481.93' � OUT (�CS= , - � _ SPACE I i i` 4 M29 - r ; . E 1 +15 EXISTING BOLLARD o,t, I' I ? - C MIN. FF= 485.4 :. -w x' 10' PRIVATE ST __ S , [� ' 111 Y ,`.'tom - I DRAINAGE. EASEMENT- F I I MIN. FF= 488.6. "' `1 UTILITY POLE ANCHOR f� ^ I i'. I I I I. -, % t 1' i...4g2 p0 - `,„s- .,,11 -3 ®�i I'' '� 'f.�, I .r .'7 STREET LIGHT 4 F {sl a Lr- ? ' 6 PVC S STU 10` SAAILT9R E4 R yg I ci J I ? ST,1.0<9 .7, 3 -7Yt - ..,, ,( „' I .I P m I / r, >:;tj ! el . .min I -SSMH 8F4 ... CHAIN LINK FENCE ( r 6 .• o ?' a EASEMENT -� I! o I I v '7 o MIN. FF- 42 I:! 1! �l;�lf7'O8 � d T Ii. ®2.00% MIN.. (TYP_ 0 3 � __ � - - -- .__ -_ .... WOOD FENCE v I -___ I - - 1 - - _ ;� s x� d. ��; a 8 I 4' ao i l JAN. FF =481.7;x' " - -+ TSYz9:r�8 s "CL) MIN.IFF =485. O o n �;, I I _ __MIN. FF -4833 tf7i BARB WIRE FENCE x/79 E8 e (s) �� -i / +v' :'0 - -49, p rn SOD: is 2.' r I, / 2 a ,M -_ : v I` 30 •fN I .00 y EXISTING PAVEMENT w i:- 3 1 STA:, S:GB' LT. I I - -36 c cYe r - 1 0 i i0 •I'- (' SSMH# 8 c I ' .•..,. gft ;�; ?<h� -- RIM = 488:4.1 TYPE 148 "0'/8822 a ^1 -q i, �' .. m ,' . U .a og$ I .I i ) NOTE: ALL SANITARY S TRA T D �" ' ( ) STATIONED STARTING FRONM THE CES ARE ACC SS & x \ " ea I'9 °' r = -- o i' j'` I.E. =478 55 8" IN W&N /8 /. 7 8 I O y a: '.a S. -I `.. n Y' v^-=-er�l- �_L... -S o. I ,T .i.,..�at - I.E.= 4.78�4•rr 8" OUT (�CW) `/Pi /_27 _.._ __._ fit_ ty/gg' [DOWN STREAM SANITARY SEWER MANHOLE. U }tITIES �� r 8 PVC - tic - _ I I I MIN. FF 485.6 . ` �x / r _ y 1 ' I 4 - -- N x•: -P/ : °MIN. FF =484.6 N - °'d--• ®t - i Adpbk f/ MI FF= 484.3 MIN. FF =484. i 6 P C SS STUB r ��� -�+� yl I 3 0 r ® 2. 0% MIN.. TYP. MIN. FF =483.1 0 _ oo 01 C.0 ( 16 / / Y Z .7: 9.6 18 19 20 ( ) W fib MIN. FF= 482.8: �� r .. I i E1. z ° t•L., L F SIA: 4 +' 3 9� N:, _ 8 22 4 - 23 - 24 Z # . h i I MIN. FF =48¢.9 S f 10 TYP - " STA:1+ 2.49 §&9 LT. sTA C /2�/l.1),iY• i r i ,v I d r 0 MI FF 483.7 n RIM^ 4B� ZZ\ MIN. FF= 48$SjIH 9 TYPE I -48 ,4SyB ✓/, 88 Ty'.)' WS" 171' _ "F / / fE.8 :- Ir(W)/t/8o7 ✓3 S9RIM= �iM= pBZ. /7 MIN_ FF 4814 _' N 7- 1 _ I.E. -. :�:, 8` - -0 fE :;.. 80 7 V79 -67- I.E.= 8 IN ( AG.:. --- :E /i I ji 13 +06.89 S.E!136TH ST. ° f- - d O '� z ss _ N / 77. L B SSA: ..,.. -() a. y77:�7 8 C ) M' - TA: 10 +00 1 AVE SE _t ., • - - `+7gy21.E.= _ OUT' a_ a1, y oe - J. 60 � ` i.r.- I.:, c0r1 z cTHts I. m o _.. -_- - 0 0 0 0 .. � -._�•e �` - -`_. �... � =�' 'o. I_ _:'-- - f lei. >,. �- SI I _.I�� - - -- T..I - f - o SGT w ..._._.__.__..,.. - _._.. ._ >.• ____ p7 •qj e,9 Gdi ai 3 ,:PPaa> r :..nc:. - -� - -- t _ s - - - -- - -- j -1-r4 EVTNDECL SS - -" G3 ' - ,••. - �I. .-_ . T f - P- V-..._ C ®,® O7,,„00S _ ,� .. 9 a PROPOSED IL (BY CORE DESIGN 85 .I CVg(,4Q N7S.3C 2 -2LT. (DMP 4 La 7sy/ IS- isl I.L 4/757 26 19" 04 =STA: 2 +92 2 LT. (CORE DESIGN) PROPOSED EVENDELL SSMH# 14A TYPE ` > [' 1 B 48.m .. _ ..•,4 L I J, I (BY CORM DESIGN) LE. 1_j.1- $$MH ' - - - -- (MATCH PAVING) ( I i a) ri„ }m I I.E. 4,+. a IN (N)y77.7G(,4E4�� °), NOTE: LE I.E. -47 59 -8' IN (E)1/77. 74- 'I•- - - - -� 0086, O S CONNECT TO .E -10' (w) y 1.[` EF a�z w THE NEW SS NE N 1 0TH AVE S.E. ON INFORMATION FROM BARGHAUSEN & CORE DESIGN t _ E._ W I.E. 177.76 E BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE ERGROUNDPIPELOCATIONBASEDONSURFACEFEATURES .ACIUAI, VERTICAL DATUM �T _ LOCATION MAY VARY. CALL BEFORE YOU .DIG T CITY STANDARDS } CITY OF RENTON -NAVD 1988 1-800-424-5555 W MINIMUM FINISH FLOOR CALCULATION FORMULA: COMMENTS USED URING•EUDT Date w COI�JRiATfS REFLECTRdG MATERIALS ACTUALLY USED DURING EXISTING UTILITIES SHOWN ARE FROM h r< BENCH MARK: BROKEN BRASS SURF g �Z 13258 Ca I CONSTRUCTION, ACCURATELY E R Y DIRECT SUTERVISIFIELD OONDPCIONS AS THE BEST RANTS I S INFORMATION AND Date 3� N 2.0% GRADE FROM INVERT OF SANITARY MAIN 0 DISC ON CONIC ST. SURFACE, FLUSH. o �GlSTER� � DHTE BY UNDER MYDIRECfSUPHRVIS[ON0N7}I1S NO GUARANTEE IS MADE AS TO THE SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB CITY OF RENTON BENCH No. 2103.ro �yDR°. DATe: EXACT SIZE, TYPE, LOCATION OR DEPTH. Date TO 10`1 INSIDE OF LOT + 3.0'1, LOCATED AT THE CONSTRUCTED Er s INTERSECTION OF SE 128th ST. A�:_'. s ,ANUAR ?, 2008 N \N L. ! DALEY MORROW POSLEM, iNC: "'ENT. • ...__._ �_ LAKERiDGE DEVELOPMENT, INC. 156Th AVE. SE: ELEVATION:' 547.94 - " " "' �.o S 9 :�% 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 P.O. BOX 146; RENTON, WA., 98057 PHONE: (253)333 -2200 (FAX)333 -2206 PHONE No. (425) 228 -9750 RECOMMENDED PROJECT FOR APPROVAL/ PLAT OF " BY ��FSSO0AISIE e� ENGINEERING - SURVEYING LIBERTY GROVE gY ® ® LAND PLANNING LIBERTY GROVE SANITARY SEWER PLAN orporated - Z Wwp.a'o ,�2i? BY EXPIRES: JAN. 9, 2006 nc � n ry I C1 SC- ��� * I: \Project \01 -470 LIBERTY \dw9 \0147DENG -C 1/19/2005 919:17 AM PST /IIl1�Yfi11y� A3- 7- 3L22oG `, �' -,_•,� c.2 SCANNED APR 22 lac S" , 0� R FR - g 6 3 2 3 I r= -- - A6'7 StGLUJ C'i� zo,' SCANNED APR 22 2�s 0 LL F-R -207 ■ to a O ry � w �N to w z N N N ti N ti 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. 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 ° A PORTION OF NE 1/4, SE 1/4, SEC. 14, T -23N, R -5E, W.M. (CITY OF RENTON, SANITARY SEWER), KING COUNTY, WASHINGTON - o. UNABLE-10 FINS END o - -- % 77491 75 _ , ,6.l. , o PrkCX- LOCATION 12" "ATERZNIAI.NW _- r�.�'. _ sa _ '- - _.- _.___- •____ 48, _:( 1,., i'i. t- ,i45 °Ha - "PVC ®:4:88 -- r, - - o- \ 38.8 LF 12" EX. jjjj - - - -- - s PROPOSED EVENDELL -55 %_ o CPFP ©1.111 - . SFH4t (BY CORE DESIGN). - c �x I�PCP C _ __ _!-;\ AC'a o? ®'2:'80im o tie.g 6.3 T , -:.- 3 L _ i $<-: -iDRI \E AL 71. I 3268 5 i. _ w - -- �2'l �` i I DRIVE _ 1`JO: Q ST92, 2e3B0, O LT. SIGN) ? - �N I - Ru sz.83 z = STA:12 VEN 2" LT. (CORE DESIGN) - "'N \ i' - I : :i / ;. .eR -' _ y..: - - � - 484 \ / • Tp , -.''.� -.. ':: l - I.. PROPOSED EVENDELL SSMH//.14ATYPE �5= L` EX /� L` �:f I / � _` � � -'� : / - �1 -E - =- 4§7.-73 -N [.y. B 48"0 I I, / 6 'Ex- cD \ �STA:16 +21.x& LT. - ,-, (BY CORE DESIGN) ,1�- -? TPA- 483.25 \ ^< Ey. p'' RIM--X2.7- vs3 -6/ _E=430.4.. - {. - 180.70 -5 I SSMH#I14TYPE 1 48'0 NS6: �/ \ I' ,: ! : -,l"'_ / S�,A: 0 +68 42. RT. LI I (MATCH PAVING) ' : E.= 480.80 -N \ RIM= 469.$1'4/87.L(o \ \ ' \ \.. �� Z I.E.= 477.54 8" IN (N)477.7L -.I I'I r , NOTE: \\ 1.E.� 48B:7fr 8" W y79- / x ` I SSMH # °.7 TYPE1:489�oz� g° X caEa Q O E: 477.54 8" IN (E) v7a- 76 TAX LOTS u086, 0087 & 0088 MAY CONNECT TO " ( ) y79.6 ' �l -041 I RiM \ 8 22 Gz.l. �. E+ () - 4 , ,. ":I.E. 480-86 8 (E) 41� : \ l -tty ir32.': I ( -afi.LF �:';EX. 0 10 20 40 5 I.E.= 477.04 10 w Y77 -G6 ,I 'i + 4 DRAINFI SE Ey T Stec. 950V284416 I - "I LE.- Y� /•.sz -6 "C CPE�P�Q za %. ® 7-� BASED ON INFORMATION FROM AFPRCX- LOCAT!CN EX - g£'0'' , t r THE NEW SS LINE IN 160TH I AVE S.E. 0O �- ��. : 1 & MENDE SIt ` ..N 's 7201073\ \ /, E. _... IM IV: FF= 484..9 I .z./ W W BARGHAUSEN_4 CORE DESIGN EY 4' STfr_ JVAiERMAIiI �- " 1 ,�� \ S080207�/p 9p02241786 ( BE ` \ STA:19 +48. SCALE 1 = 40' - �..W �.... Q'. /. L-- '4/7776 5. °(s� 9 0 ( ', IDD66 \ \ A AryUONED i, 1 : I I Qj O F 1 \ / /l RIMH#493.8±q?Y'oo8�g �--i . O- '� 0088 5' DRAINAGE EASEMENT ( ' ( RECREATIONAL s i 0 6" PVG SS STUB I Rec..No. 9802241785 { i �...� I I.i {�; - - - - -., \.- -„ -_n- 6' WOOD FENCE { f 1D I� I.E =4$B�i-8p (W) / OPEN �SPACL } I ® 2.007e MIN (TYP.) vs/ zo u LEGEND: 1 >„ E" U r -- - - -- -- =�-� -- - -- ( ( \ \ '. m , MIN. FF=481.7 l r; '� EXISTING WATER VALVE � I � - STO AINAGE y \. r� E- �yZ1 STA 8 +75.14, 6.64' LT. jti j \� �- - - - - \ E SEMENT { i `\ Q N - / zs ±oa i NUT /4V.ST'4 /lED A. x.'78 i -1 I ST 1-F�i -75. /.Z R \\ :: R�2 j : ` \�1 \\ �\ ` \. -.... :. �i ` '� I I - L -. _- P EXISTING FI METER - ii tc�(- WATER ul Ii7 RIM = 479,6± - , n-1 .- EXISTING FIRE HYDRANT N �Q .(MATCH PAVING) °4 I� i� i -SS 2 TYPEA' 48° - I' .400 '61726 0 EXISTING UTILITY POLE a I.E.= 464.33 8" OUT (S) 1 � ,: ,i 141?i RIM 4 7$Y .SIi l I i I -� - _ _ _ - -t i y - I :..2 I.E. F .lO " -IN ( XN):NGV. /J/ \ 4/ EX.: I.. , ' \ \ �. �.\ / � °I `< <i o MAIL BOX e / ` MIN. FF =466.3 I.E. 463 52h0 "- OUT W H63' CONIC. ' tom' r; EXISTING SIGN 4. ) f`t r FOUNDATIOIJ :. ' \ Q. : \ \ 11 : `. I,'. tJ c MIN. FF= 67.3 MIN. FF -467.6 ' \ I 43 1 L.: y .E:= a�2.53 ' _. \ - .. _ _ fi*ee \ .I x - \ STA: 7+�9: 6.-00 LT. t �, I ° (: 3 ,y'��,., e of9Fo8 MIN. FF =47Z 4 { -{ END OF CULVERT MIN. FF =467:9 \70' R UKHI \ g 6 W - SSMH# 1 TYPE 148 0 Z, 47 I o % 4 ' SEMENTA- - I XN I I EXISTING CATCH BASIN RIM = 439473 7 N ^ti' o `5 8 o t 488 f I 4 i - :1 -1. - x �:.. O I , x: EXISTING BOLLARD "a \ 963.6!, LE.- 46303 10 1 MIN�FF� MIN. FF= 68.8 �.... I 1 t + MIN. FF-.4 8.2, 7 ( UTILITY POLE ANCHOR I.E =462§3 10° OUT (S) ^ Ms \ 085 � :: MINaFF- 6 1 -' n 16.- a I ' 1 gyp} X12. '� k-P STREETLIGHT O: ,r .459.63 ' {� ., - 1---T6 0 ' i ' 6 ? `. RIB I I + :' �`: __ '_}6.. MIN... FF7 473:1 4862', I __- CHAIN LINK FENCE 03 1 C I y� :.C-' ,s_� I`. If. , -Of5 50 - _ _. WOOD FENCE - _ � /r.. „. ' =� -i-- - - ' L \' TA:5 +04. D RT,� I .. " a a M 4 TYPE 1 48 "0 -- c, I t / 7 [-• / t �''� - 1 ,� ' '�.. y . , \. 1 .� : ___. - -_ BARE WIRE FENCE RIM =4 °r6i r7�/ \ o3.c� I--I \ II / Q� I • I.E. =466.58 8 IN 'L -2-y 4 {. STA 23+01 -7B. 5 :00' LT. - -- xisTW PA 6.y ;�:. _--_ - @T) J EXISTING PAVEMENT .i6.,' -' " 38.8 LF 12 EX C °EF C,. ' _ g z ag -, --yf : I.E: =485410 OUT ( SiGb%1 , SSMH# 17 TYPE 148 "0 (9) 1. 7:'yi 0 ° 4� d'PBfLF'10 •- _, ,,_ i •', - : FF -466.8 Q \0 �� r; r . 830%' , " (, � \ ` I.E° tIG13o.lY /gGowT(u7� 1 RIM= 48e- 3*yB /•/7 ,:�„ , / '°' _L�� +gg MIN. FF =469:4 1'MIN CLEARANCE CONCRETE ❑Y7FtIV -, / - , - r. , .. „ - �'. L \ I ✓., ,., 35 \ 'MI FF =46y. 0� -� - -,' -- =- ,e -- I , SQUARE COLLAR NOTE. ALL SANITARY SEWER SERVICES ARE 7f rn \ o N J I ; N fi +f - - o - Oi S \ ' _ ) STATIONED STARTING FROM THE G c 1 ;. J BOX w\ METER 34 \ `. Q! it i " \ I.E. -4 '. & 8 OUT (S) 9 ®; I I WER TRANStORM 6.i MIN. FF =467:4 : +qO it 1 , : ... 47 1 `�32 0 1 �, 5/7L3/ DOWNSTREAM SANITARY SEWER MANHOLE. o I I I 478 COMMUNICATIO .EASEMENT �� d "') '� \ " PROVIDE SS SERVICE STUB d6. ' " I \ Rec No. 880 30765. 7 it i I L \N \ 1 6 VC ss STUB TO EXISTING HOUSE T : I - - 9 MIN. 6.r =467.7 I ° ) 14 00 g \ o - i STA: ?7.74 RT. g 2 MIN., (TYP. TO BE CONNECTED TO 9 !,i - -- ✓ I MIN. FF =468.6 MI FF =468.3 MIN. FF -468.6 MIN. F = 468.91 0/57 1STA:21 +56 -48; 5�9`l'- - -- - -- 3 TYPE 1 48,:0 ' ' F-7 - MIN- FF= 469.7 1 SEWER PRIOR TO PROJECT `_ / 21M= 47+129 Y7y.yZ �l i / : \29 m ° ` # 16 TYPE 1 48.0 1 / 472_2$ \ \ tI RIM = 49(6.3'1 ?6:SS CLOSEOUT { 'n 10" IN \`E &q. 1. 15s RM DRA NAGS, I �'tI - 3 NA81E Yo \ �I \ ,rASEM T: - N 1'!! ' [ r 1 > . 10 OUT (W) �t - ,I+ 1'MIN CLEARANCE CONCRETE \ n; otAtt; OUSE J SQUARE COLLAR) -- I.E. =458:95 8" IN (N ) (W'Y)&�9/G393 6 1L Fai t LE =41!11-46- 10" OUT - 463.92 i5 a 3 rS i r - - - - - -I �! �:_ Yf_ MIN. FF =469.9 6. \I 00101 0020 g ° 5 .- \, GARAGE 7.q STORM DRAINAGE d Z 2t. tF -t2' cONr MIN. FF =69.7 EASEMENT Mt - -.32z. I., \ aq ' 1 P ' \ 1 1 I -- 15 STORM D NAGE '007 IN., TYP. c - 33 e y � � I E. 46\2.98 I- I� � l � 6° P G SS STUB -f= E� SEMENT ;16 I I. i l� !.E. =472,7 -N N FF -469.1 ry� _ 7�! 25 Q MIN. FF =470.2 \ r39.s Lr 12" Ez. CMP 2 I� ,A.46� 10' �f?RIVATE �.� ` _ /il.. I k, / .7a oo '� � SIORM'DR 'DRAINAGE .t:. �. \ -- -h -- q � �1 I d�p .�1 1 � � klM =,h /5.91. \ y ulI ;,f, \ EASEMENT •� 10' SS.. I III` \� { IE =alt /6..�(8:, co-nr} - 4 �. �' 9 MIN: FF= 471.0 0 EASEMENT E=46921 6.(12" r,MP) I � I �„ I i / '73•y \ c �, \ s /Y8.9 /.809', j� W I � , u 16' RT. ..� \ et �N � �/ _ � i J J - - -- - -- -- L -- - -- L ss HYPE o- �� N - - - - _ - -I \(S LOW � z19�o��fi -I � "': ', ' �y� - .. ,x ARAO S E&\ I � -w-- -- �- w-- - - - -w- lam+ _ HR�AL w w TC .'PAVING) 7 1 S.E. 139 38l L. lv -- - - = SS = - �1 ( A I. 46}9244/78.! W 0 PSG ` ° ~n'`\ MI UTILI�703 //101 IPE ESTRI�N 1 -- V--- - -- n H \ tln I ::I,, ,JJ f -- \ < �F S\ o S7 as I 1 / - _✓ ll40 1.E.: $:hC4)MIN. FF =470.6 ?°ol n�4 ° o� -� 17 WAS' Y 10 "E SE VI {i -- X31 os Er,. cMP Q PROPOSED EVENDELL SANITARY _ - 9 :.I n _SEWER MAIN I / EXIST E -ELAND - - , 1' \ ��� r '�, , �. v I. -E 00 -7 - F/ / W � 1R. �' 00 � :a Q I PROPOSED EVENDELL SSMH 2 - -y,\. O (BY OTHERS) 4 - 111 T :' opt , ,,, s �y i. 47405 N IE= 452.92 B" IN (. f� �1w } IE= 452.42 8" (OUT) ' I -� I 1.0 / \A - 2S, J. \\ TRA T "F" u'u` 12 5 LF ?" EX. (;IryP "`/� °4 WAS. 4•< m 4 \ TRACT CF �9psi7 / \ SS CO. SS C o. -3 9.7- ACC S & UTIUIIE• / I{ SENSITIVEIA A G F . RIM= 49fi4t� 55 RIM- _ f4 ° ! \ / TRACiT I/ �4 22 (M TCH PAVING) MATCH VING c' STA: 76.x. 828' ITT. -- -- -- -- - - - i , TRACT "B" I j - / - W/TRAFFIC W /TRAFFI BEAING LID ' �u ! # (SHALLOW MH " - J ( SSMH 5 TYPE B 54i 0/J STORM POND 23\ MIN. FF =470.7 21` BEARING LID I.E. 68. 72 Soo e ` \ I.E.= 468:9246 .v? 1g IN. F� =472.7 r ; (k q RIM =4i2 -29 �st /MIN. FF =4703 MIN. FF =470.6 20 - 7 I I E -= 90 10" IN y6 Z3 NIA1 `\ MIN. FF =471.1 Mid. FF \4 3 0 1 I I E. =486-50•'10" OUT'() 7:33 Y UNDERGROUND P \` \ - -- I.E. =46650 8" OUT SW) PEATVRES.ACru 10' P IVATE \ f Ii Q LOCATIONCdAYV AL \ -- -- STOR DRAINAGE I \ p�0"ii 1 N47.4'// I .460- 1 h ' �1 APPROX. ,CCATION EX. ICO))� THE LOCATIONS, ELEVATIONS DEPTHS, / �L f\ Y / , EASE ENT. \ \, zo 00 g t ERMAJN ,2 I �i1AT AND AS•BtAL1` I I _yf�\ _ - - \ / - - N CO S�REFLECTING MATERIALS ACTUALLY USED DURING w s I '. ,::. 1 - -J -`. - may- - -_ - .- 1 017.0 DE. �RRUCT(ON. ACCURATELY OR UNDER MY DIRECT SUPERVISION ON THIS " �p I I i \ , - - - --/-C _ _ IIi.Ii�I.E a6 ?.fi2 M{ Q� REFLECTS EXISTING FIELD COND[RONSAS to I - I c- _ : \. \ .- -_ _ -__ - c4 _ 464-- - DATE:: -L1,fi � - I I I Till � I .. ,.31 --4 -i - Eg T " I\ l" X CO NC \ I - -- -- i 0095 ���\v L; q DALEY2MORROW- MORROW INC. L AKERlDGF DEVELOPMENT, INC. VERTICAL. DATUM e\ pF P.O. BOX 146, RENTON, WA., 98057 MINIMUM FINISH FLOOR CALCULATION FORMULA: AUBURN, WASHINGTON 98002 CITY OF RENTON -NAVD 1988 PHONE: (253)333-2200 (FAX)333-2206 PHONE No. (425) 228 -9750 2.0% GRADE FROM INVERT OF SANITARY MAIN ® CHECKED FOR COMPLIANCE RECOMMENDED PROJECT BENCH MARK: BROKEN BRASS SURFACE BURIED UTILITIES IN AREA "' SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB TO CITY STANDARDS FOR APPROVAL o PLAT OF TO 10'± INSIDE OF LOT + 3.0' ±, DISC ON CONIC ST. SURFACE, FLUSH. CALL BEFORE YOU DIG 's � � CITY of RENTON BENCH No. 2103. 1-800-424-5555 IES DGte /� 2 BY - LOCATED ; 13z ENGINEERING - SURVEYING LIBERTY GROVE CONTIGUOUS LOCATED AT THE CONSTRUCTED EXISTING UTILITIES SHOWN TI FROM ,,/ �S/ONA L. ��p \. IL D LAND PLANNING INTERSECTION OF SE 128tH ST. AND THE BEST AVAILABLE INFORMATION AND DOte //� BY W .......ated SANITARY SEWER PROFILE Z 156th AVE. SE. ELEVATION: 547.94 NO GUARANTEE TYPE, LOCATION S TO THE ww ,� ��j :� EXACT SIZE, TYPE, LOCATION OR DEPTH. : DGte BY ExwRES: JAN. 9, 20066. 6.51 1AP J ct \01 -470 LIBERTY \d "g \01470ENGdwg 1/19/2005 919�17 AM PST JUNISW A3'5-3Z220F L c SCANNED APR 22 2eoT 9 us D " N g 8 6 g 3 s I c I. \P,,Ject \01 -410 LIBFRTY \dwg \01470FNG.dwg 1/19/2005 9tt9:17 AY. PST SAM D JUN322 ? AB'S3ztz�u c'n;; ~ "_ >,,;,>ef SCANNED APR 22 gars F'R f b N 8 g S B 4 3 F; u c e: SCA M pJ R 22,2^77 ' I : \P,,Jert \01 -470 LIBERTY \d.g \01470ENG.dl g 1/19/2005 5.15.17 2n FS'! JUIY iY�l' qh.- �j_32211 SCANNED APR 2 2 z� .2, 1 s, r m ro ' s N � N N N H E g G 6 g 3 a I W i. ScwiVil `� MUM � A3 ; ,21 1.\RroJ,,t \01 -470 LI BERT Y \d,g\01470ENG,d.g 1/19/2005 94%17 5n PSl N 5 3L y n SCANNED APR 22 2aaS � 0, R FR L r 0 0 �N W �J W N IN L ti c