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HomeMy WebLinkAboutR-394907m co W U a� U) N w Y Q m 0 a a rn v7 M M N 0 N N c� 0) 70 w F_ a 0 a J U V) U) N N a� a� V) Q i N a� ru a a 0 c 0 a� N N i 00 U N O L a �I w i no / I w � Q I m w 1 m -- z / - 27 79 -- -- � KB- I OO 23 6 7 Mw g 1 2 42 - - —� 00 -o2 o20 0 g 2 21 D`24 — 3 4A —Mw I 78- —4I — — 44 — 8 =F0 D T- — — -FO DUCT- -FO DUCT 2 Q S 2ND ST - SPU RIGHT-OF-WAY 49 8 - I 2 63 PROPERTY M - 25 50 _ 43_ KB-2 - �29- — / � � �5 I 5 8 1 4 2 13 14 �� �� 19 KB 3 28 -- __ � 52 �� o -- I I - c��53�� 59 - - w 12 a 60 -� \ i 15 Y �75 w (D— U � •lk21 - - De54 `` I5 MW 2I I / �a • MW- I I mi I Sp 35 � vp I // I F5 KB- 5 — - \OpFR 6 I� 20 T1- 0� 5 6 36 74 32' LID L — _ 83 38 g 1 g SIN SUNSET B KB- 19 30 S 3RD ST - - O 7 MW 1 3 4— 33 � 4 KB OI 3 O 10 ®-- - — 3 — KB I6- — • - — 8 9 KB I2 KB� I I OKB I0 82 T � 3 � — — 4 5 --- g0 T 6 s R 5 84 - 16 —7 6_ I 16 3 _ _ I _ I _- 7 2 \ 9 —— -- — 4 85 G � \ ✓ OOKB- -17 Q�-- C � 1 I � @64 1 M w- 5 ���`' � � 1 � 22 �� � 25 5 KB-6 0 � _66 o65 KB 4 S 2ND ST KB-5 —69 —�- 71 70 ur) w I - Ul) I — - Ul) I � I QI > I II I��-�'_ -- -- Q w 26 z a l I Q w I cn I I J - � Q --� > -- -� Q Q 72 � — KB 7 - —I 7 3 34 11oMw 6 � 0KB 9 �40 0 — S 3RD ST �KB 8 6 801 KB 2 0 — 47 8 1 2— Ln J — BLOCK NUMBER DESIGNATION �i � �5 4-�N P 0 y PRE -CONSTRUCTION POTHOLE 0 MONITORING WELL � GEOTECHNICAL INVESTIGATION BORING /1\ 110/26/20221 JJM I RECORD DRAWING NO. DATE BY REVISION S 4TH ST w >Q9 M -8- - U / 15 - - a 2 Ul — — L — d 3 OO KB- 18 PLAN SCALE : NTS S 4TH ST MONITORING WELL DECOMMISSIONING TABLE PROJECT WELL NO. DOE WELL NO. MW-1 BKH-303 KB-1 BJH-958 MW-2 BKH-302 MW-3 BKH-304 MW-4 BKH-301 MW-5 BKH-305 MW-6 BKH-306 MW-8 BKH-307 KB-10 BJH-960 KB-11 BJH-961 KB-14 BJH-959 KB-18 BJH-957 / NOTES 1. BLOCK NUMBER DESIGNATIONS ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE IN PLANNING AND SCHEDULING CONSTRUCTION ACTIVITIES SUCH AS TRAFFIC CONTROL, DEWATERING, SHORING, ETC. 2. SEE SHEET G-8 FOR POTHOLE TABLE 3. EXISTING MONITORING WELLS SHOWN IN THE TABLE ON THIS SHEET SHALL BE DECOMMISSIONED IN ACCORDANCE WITH DOE PROCEDURES AND ASPHALT PATCHED WITH 3-FT SQUARE T-PATCH, FOLLOWED BY A FULL LANE WIDTH GRIND AND OVERLAY MINIMUM OF 6.5-FT LONG, SEE CITY STD DETAIL 110. 4. GEOTECHNICAL INVESTIGATION BORINGS HAVE BEEN PREVIOUSLY DECOMMISSIONED, CONTRACTOR SHALL PATCH WITH 3-FT SQUARE ASPHALT T-PATCH, FOLLOWED BY A FULL LANE WIDTH GRIND AND OVERLAY MINIMUM OF 6.5-FT LONG, SEE CITY STD DETAIL 110. R-394907 NOTICE JJM RECORD RENTON DOWNTOWN SHEET • 0 /z 1 DESIGNED DRAWINGS PRECONSTRUCTION POTHOLE AND BAW • UTILITY G EOTECH N ICAL PLAN AND G _ 7 IF THIS BAR DOES DRAWN SEE NOTE ON IMPROVEMENTS BLOCK DESIGNATIONS murraysmiNOT MEASURE 1 TTT THEN DRAWING IS CHECKED COVER SHEET PROJECT NOT TO SCALE PROJECT NO.: 18-2251 1 SCALE: AS SHOWN I DATE: January 2021 7 Of 121