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HomeMy WebLinkAboutSWP2703149.13III 0 w H N N rn Ln Q N 8TH ST STA. 60+00.00= LOGAN AVE N STA. 48+ 1 1 .45 It TICE y II i 62+00 3+00 64+00 W W V) 0 0 J fn o N 2 6 No 8TH ST. N 10 0 Ln2Ln V- II N � 15" SD IV) SD -�- 15" SD d' C� H i I I R W I TCE R/W (n Q-� / W I i o Z_ I � I °Ij° 3 0o I I 1 j CB 8-3A, TYPE 2-48" LCB8-3, TYPE 1 L-OCF Z 00 I I STA 61 +95 27.19' RT STA 62+94.74, 28.17' RT I U � UA �' I CB 8-1, TYPE 1 L STA 61 +44.74, 27.83' RT I I IIIIIIIIJ Q I I SDMH L-9 I SEE DWG SD04 ----w------r-- — — -- w`----- — — -� 0 z z Cn 0 cD Q 3�: CD 40 I V) Ln w N w 10 z __j + z 0 ry Z J rn cccn N 8TH ST STA. 60+00.00= o � II 0Z w LOGAN AVE N STA. 48+ 1 1 .45 w . o w �— `r`° co L0 = ELEV=31 .33 o M � i w 06 � 00 r; c� x LJ I N I N FINISHED GRADE I N ) 001� Q Li C@ CONSTRUCTION C/L 0c) LLj Q Q -- 1 m� m� � EXISTING GROUND m U CD U CD @ CONSTRUCTION C/ — — — — — — I I 91 LF — 15" SD 50 LF — 15" SD 100 LF — 15" SD S=0.20% I S=0.20% I S=0.20% 20 10 0 59+50 WHPaclfic 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com cn 0 cn IE 23.90 - 15" IN E z F-- � w olz z olz:N z Ln Ln N Ln Ln I z w r- of w I I I I I I `� 00 00 Ln 00 00 N z OIO Ln T- I� d Lf) w O N N N N N- w w w w w w I� N N N 0 00 00 n 0 �) Lc) CN 0 Ln N-) O O 0 O O� C� 00 00 00 00 N N n1 N N N N I N 60+00 60+50 61 +00 61 +50 62+00 62+50 1 RECORD DRAWING HCS 3.12.10 MSV SD`VEYEcSR ■ BHC Consultants, LLC oeslcNED 720 Third Avenue, Suite 1200 DJR ■ Seattle, Washington 98104-1820 DRAWN: Tel: (206) 505-3400 PLS CONSULTANTS Fax: (206) 505-3406 CHECKEDLCA Formerly a Division of Berryman & Henigar N 0. REVISION BY DATE AP P R APPROVE LCA ------------------------30-- w 150 LF — 12" SD = to S=0.20% W W 20 LO cV CO H 10 W Z Ln N Ln r- 0 N -j- c0 00 00 00 00 00 N N N N N 63+00 63+50 64+00 SCALE: H: 1 "=20' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF V: 1 "=5' .� RENTON ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SCALE 20 0 10 20 40 ( FEET LICONSTRUCTION NOTES 1. PROTECT EXISTING BOEING UTILITY TO REMAIN. 2. CONNECT EXISTING 24" SD TO 48" MH. MAINTAIN CONNECTION TO 24" EXISTING SD UNTIL APPROXIMATELY DECEMEBER 2006 (CONFIRM DATE WITH ENGINEER). THEREAFTER PLUG 24" LINE WITH MIN. 12" OF CONCRETE. 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, SHEET U29 AND SPECIFICATIONS. 4. OPEN CURB FACE (OCF) CATCH BASINS SHALL BE PER WSDOT STD PLAN B-2e WITH BI—DIRECTIONAL VANED GRATE. LEGEND: JOINT TRENCH, SEE SHEETS U49—U52 FOR PLAN & SECTIONS. RECORD DRA WINGS PREPARED BY WHPACIFIC, FEBRUARY 2010, BASED ON CONTRACTOR RECORDS. D=3 14913 cL ti p� WAS& 1G� �L �p WASg1 U� co 00_i5524 40889 "'o I S T ���,t� �o r S T 'ksIONAL SSIONAL � [777TTPIRES 06/06/07 EXPIRES 04/26/07 DATE: CITY OF RENTON 4/17/06 SOUTH LAKE WASHINGTON FIELDBOOK: PAGE: ROADWAY IMPROVEMENTS DRAWING STORM DRAINAGE PLAN AND PROFILE SD 11 N. 8TH ST. STA. 60+00 TO STA. 64+25 SHEET: OF: 68 205 z rz x' W�c p W >� �C cz y -RJR, -3► 13