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Z @ CONSTRUCTION C/L • .-- avow W No OTH 00 to V � a V ww N �--► w X w Z W V) + N BURIED 10 THICK cl) • 1W �� s'Q N(N U') - - FU) - W 175 LF i X Xp X X X 2WX W w = Y Z ! t t cl) 0 S-0-20% am W �.Ir.. a W CONCRETE SLAB WV #8-1 t!� Illl u N N N C� 00 r' L() ,APPROX. 32" DEEP SEE DWG SD33- N 0) Lo �-- 0) CS? 18, SD co CU N d- Lo 470 N cy)O m0) NN cn N OEING GA TE NO RT TURN RED kill 50 73100 SCALE :.. /IL: 'WS 103/101 � �. C1 TY OF -21 SIGN OSSCO DATUM AT MM SW 1E E Planning /Building /Public Works Dept. SC AE ACCORONGLY 5S O ,t -- - t 09 A J �- C2RD I - ExTR. CURB �, SS MH 1OE -7 57 LF -- 12" SD °z ASPHALT R W C3 RIM 28.59 .� FADERS C83 COVERS KWAY / 6 C NC W, QE 21.63 S- 0.207 U 11 7873' GREASE TRAP 10E-9 ssco ® p LE Conre 7' HAl LINK E P TCE ;� SD VAULT WEST ACCESS LID CENTER ACCESS LID EA ACCESS LID / RIM 29.34 RIM 28.54 RIM 28.51 RI 28.48 " „! 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REVISION BY DATE APPR LCA Z �o 0) 1 Jm j 121 & IITA �• 1004122801 TCE 1 � r�r � 11 w f a • • f • !z",iS '\�,l Mu ��'�i`r �1 �� �r Sr i ►� ��r., �Ii��lrl►. i'/�t tt :1f �7.�► •. �r`t: �� ��ar.rsa�rw MOO Iarr.r.r s,.var.c rr. ' HI OKIN� DE TOR i1" 15 SS r A 1 ki AN �A �A FD 3" BRASS w ..J r • s BOEING COMP�� PROPERTY • SIGNAL -O LE • O. • �• • 00 �- N 00 W FQ-• m � C-) 0 a cn W cn W W cn W 0 L zio N w + V- n f 0! 0) Q to ILO ~ W ww W 2 �.Ir.. a 00 r' L() O C� N 0) Lo �-- CS? (9) N CU N d- Lo 470 N cy)O m0) NN cn N 7z 50 73100 SCALE H: 1'* 20' /IL: 'WS 103/101 � �. C1 TY OF RENTON DATUM AT MM SW 1E E Planning /Building /Public Works Dept. SC AE ACCORONGLY SCALE 20 0 10 20 40 ( FEET FICONSTRUCTION ' COTES 1. PROTECT EXISTING BOEING UTILITY TO REMAIN. 2. PROTECT TEC T EXIST ING RENTON UTILITY TO REMAIN. 3. CB #8 -17, TYPE 1 ---OCF STA 73 +23.34, 28.42' LT 4. CB #8 -16, TYPE 1 �10CF STA 73 +23.34, 28.42' RT IE26.04 -- 12 " OUT N GRATE 28.58 5. 57 LF -- 12" SD S=0.20% 6. DEMOLISH STRUCTURE TO MINIMUM 3' BELOW FINISH GRADE, AND FILL REMAINING STRUCTURE WITH CONCRETE, CDF OR COMPACTED SAND. 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 *..SHALL VANED GRATE. m LEGEND: JOINT TRENCH SE6 5 " , l J'U";2 Ro- PIA Ij A 1��n rt ' V4 5 ti9 a 4j S T ST xQ7vAL � sIOlYAIJ EXPIRES 06/06/07 EXPIRES 04/26107 CITY OF RENTON a 4/17/06 SOUTH LAKE WASHINGTON Ada°m- ROADWAY IMPROVEMENTS p" a�►wwc No: STORM DRAINAGE PLAN AND PROFILE SD13 N. 8TH ST. STA. 69 +00 TO STA. 73 +25 ss 204