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HomeMy WebLinkAboutSWP2703149.50 cy) Nt 0 W I- 1 LOGAN AVE N i n-z I STA. 48+ 1 1 .45= F,>----� N 8TH ST SDMH L-10, TYPE 2-72" I I 1 1 OO 1 EX CONIC BULKHEAD @ 1 1 1 STA. 60+00.00 STA 48+94.91, 23.50 RT R/W LINE BY BOEING I I 1 � I � t � I I I �1 I LOGAN AVE N STA. 50+95.56= � 1 ( DRIVEWAY STA 10+00 O W _--rt�--------- ---- ' -- -- - - - - - - - - - - - - - - - - - - - - - - --wL------------- ----' '------------ I ----------- - -------r-- w�----- � I I I i W -----------------r-� -- -- _-_ --- _ _--- - _ - -- ----------------------- -- ------ -- - - - - - - - - - - - - - - --- - P R/W� P \ P —fi—I— �— P —r— W— I 1 I I 1 W LOGM AWM_6 - CONSTRUCTION C/L O 0 48+00 0 -�Li — 49+00— — W +- - - - - - - - - - - - - - - - - - --L -w- --- - --—-w-------------w-50+oo R/W — — _ _ ►— - — — ---- I— — TICE 1 O 48" SD -- -- — _ — O F— + EX 96" T ■ - - V_ METRO I t I U-) W SEWER Z 1 I 3 ► Q 48 SD I C) 18" Sp 1 18" SD 12 SD � Sp I I LEI Q--- ----- - -- - ------ Z — — — — — — — — — — — —— — — — — — — — — — --- 1 S I J U -P - - - - P--- - P - --- -w-- ---- --- �� \� R/W RW I TCE - - - - --- - ---=-�a--- w-------- -- - - 1 -T-- - - f w----------- --� - ----- - ►�- -- - - — �TCE L-r-- J \ — L 0-) CB L-1 1, TYPE 1 CB L-10 TYPE 1 L + I STA 46+75, 54.83' RT o i' STA 49+50, 55.08' RT CB L-12, TYPE 1-OCF STA 51 +00, 55.42 RT SDMH #L-9, TYPE 2-48" Z 1 �� SDMH L-9A, TYPE 2-48" BACKFILL EX TUNNEL W/o SUMP STA 47+83.30, 55.86' RT I I STA 48+73.96, 50.63 RT PER DETAIL 4 DWG SD28 z z o 40 Q Q :�iU 1110 Ln O ne� � N 0 C�� ��O M c) (D woD O ---- - - - - -- LOGAN AVE N STA. 48+ 1 1 .45 N 8TH ST STA. 60+00.00 ELEV=31 .33 z Q o 0)o cn = N =Irp Lj �@ o� ------------ I W 347 LF - 48" SD S=0.24% = 108 LF - 18" SD S=0.20% (/j W W — N u O 20 CO z olz V) 0000 W 10 Z J 00 00 = co I co N N Q w w N � � Ln Q0 I,- 0 O O r� rn 50 47+00 WHPd(l I( - 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com N 0 II c/) EXISTING GROUND CO 40 < @ CONSTRUCTION C/L z `�' Ln O z � �z w� o � J J FINISHED GRADE Q0 co o o z Q+�+ N rnco =1 = o J N @ CONSTRUCTION C/L z o Q o� w o J w z � �QOz CDQ>< ' ^ p - �� V) Of m� XLJ Z _jU)Qcn N m� -- --- ------ --- ----- --- ----- ------------ --- -- i W II ------------------- _y _ 73 LF 12" SD S=0.21 % V90LF — 12" SD S=0.21 % I I w �z C7 (n �wz �z zl� olz z olz 0 0000 00 Ln N 0 Ln Ln I I I I I 00100 n1`10 011(' O OIO N N rn rn Ln Ln In N N N N N w w w w w w w 00 r- 00 00 O N t n O - r 47+50 48+00 48+50 49+00 1 RECORD DRAWING BHC Consultants, LLC - 720 Third Avenue, Suite 1200 ■ Seattle, Washington 98104-1820 Tel: (206) 505-3400 CD N S U LTANTS Fax: (206) 505-3406 Formerly a Division of Berryman & Henigar N O. REVISION 150 LF - 12" SD S=0.20% I W 300 LF - 48" SD S=0.24% V) 20 O TO REMAIN EX O ` CONC P DUCT EL 24.1 TO 26.9t cn ± z In �z DI 0 - EX 6' DIA CMP UTILIDOR 0 APPROX DEPTH, FIELD VERIFY. N N N CUT AND FILL PER I I DETAIL 4 SHEET SD28 I 10 I W Ln Ln Ln I Z rn r� Lo N N N w w w U - - Q N 0 0 49+50 HCS 3.12.10 MSV SURVEYED: CSR DESIGNED: DJ R DRAWN: PLS CHECKED: LCA BY DATE APPR APPROVED: LCA Ln I� N Ln O O O rn n 119 50+00 50+5 SCALE: VERTICA1988 D H: 1 "=20' HORIZONTAL: NAD 1983/1991 V: 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY d- N 51 C T Y 0E RENTON Planning/Building/Public Works Dept. SCALE 20 0 10 20 40 ( FEET ) CCONSTRUCTION NOTES PROTECT EXISTING BOEING UTILITY TO REMAIN. 2. REMOVE AND DISPOSE OF CULVERT, BY OTHERS. 3. PROTECT EXISTING METRO UTILITY TO REMAIN. GENERAL NOTES: 1. FOR WATER, SEWER AND JOINT TRENCH LOCATIONS, SEE UTILITY DWGS U00-U25. 2. EXISTING UTILITIES NOT INDICATED AS REMAINING SHALL BE CONSIDERED ABANDONED OR REMOVED AS NECESSARY. 3. FOR PIPE DEMOLITION AND ABANDONMENT, SEE DETAIL 3 DWG U29 AND SPECIFICATIONS. 4. OPEN CURB FACE (OCF) CATCH BASINS SHALL BE PER WSDOT STD PLAN B-2e WITH BI-DIRECTIONAL VANED GRATE. LEGEND: z JOINT TRENCH, SEE SHEETS z U49-U52 FOR PLAN & SECTIONS. a o xz LZ7 x� N ®CD o� 0 d� >� �o RECORD DRA WINGS PREPARED BY WHPACIFIC, FEBRUARY 2010, BASED ON CONTRACTOR RECORDS. D-314905 OF WAsgl 065524 �C 1 ST SIONAL EXPIRES 06/06/07 CITY OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS STORM DRAINAGE PLAN AND PROFILE LOGAN AVE. N. STA, 46+50 TO STA. 51 +00 O #,L,31111'r90.5 WAR�G� 40889 S T �SSIONAL ��Cs EXPIRES 04/26/07 DATE: 4/17/16 FIELDBOOK: PAGE: DRAWING NO: SD04 SHEET: OF: 60 205