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c\j <br />0 <br />L6 <br />z <br />w <br />CD <br />to <br />co <br />C) <br />CD <br />CD <br />ob <br />o- <br />E <br />UL <br />CD <br />�n <br />co <br />w <br />z <br />66 <br />M <br />0 <br />z <br />z <br />rl� <br />M <br />w <br />0tll_ <br />CL <br />PC <br />APPROXIMATE EXISTING <br />GROUNDLINE, SEE NOTE 3 <br />ACP AND <br />SEE NOTE 1 <br />2) #8 EX CONT BENTS 10-27, <br />;) #9 EX CONT BENTS 0-9 <br />EX CONT <br />i MVU�� <br />ii W <br />#8 EX CONT <br />3 EX CONT <br />__RIFY <br />SED ON <br />FIT ELEVATIONS <br />U AINI <br />DETAIL AT EXISTING PILE CAPS <br />9s)_-------B-,E-NTS 0 THRU 27 <br />D4. 1, S 11. 11 D5.2 SCALE: 1/2" = 1 '-0" <br />I N I I I \ \✓ I N I IV t I I i Sv. " / \ I . I I I 1 11 <br />GROUNDLINE, SEE NOTE 3 <br />APPROXIMA- <br />GROUNDLINE, � <br />NOTES: <br />1. DEMO LIMITS OF ASPHALT AND BALLAST SHOWN <br />ON THIS SHEET ARE LIMITS REQUIRED FOR <br />DEMOLITION OF STRUCTURAL ELEMENTS. SEE <br />D2.1 AND D2.2 FOR FULL PAVING DEMO LIMITS. <br />/-REMOVE ACP <br />AND BALLAST. 2. SELECT DEMOLITION ZONE. REINFORCEMENT TO <br />SEE NOTE 1 REMAIN (PROTECT -IN -PLACE). SEE <br />SPECIFICATIONS. BAR COUNT, SIZE AND <br />LOCATION SHOWN ARE BASED ON AVAILABLE <br />RECORD DRAWINGS. IF DIFFERENT <br />REINFORCEMENT CONDITIONS ARE ENCOUNTERED <br />THEY SHALL BE PRESERVED AND COUPLED AS <br />WELL. <br />3. RELOCATE RIP -RAP TO AREAS ADJACENT TO <br />PILE CAPS AS REQUIRED FOR DEMOLITION, PILE <br />INSTALLATION AND FORMING/PLACING NEW PILE <br />CAPS. REPLACE RIP -RAP AFTER PILE AND <br />BEAM INSTALLATION TO RESTORE EXISTING <br />SLOPE PROTECTION AND PERMANENTLY REMOVE <br />EXCESS RIP -RAP MATERIAL AS NECESSARY. DO <br />NOT REMOVE SEDIMENT WITH RIP -RAP. <br />4. DEMO LIMITS SHALL EXTEND TO PANEL WIDTH. <br />VERIFY PANEL WIDTH IN THE FIELD AND NOTIFY <br />ENGINEER OF ANY VARIATION. <br />'I NG 5. SELECT DEMOLITION ZONE AT FACE OF EXISTING <br />E BEAM GRADE BEAM TO PROTECT GRADE BEAM. PILE <br />I- MAIN CAP BARS TO BE PRESERVED SHALL BE CUT <br />AT FACE OF EXISTING GRADE BEAM AND NEED <br />ONLY BE PRESERVED 1'-6" FROM FACE OF <br />PILE CAP TO REMAIN. <br />LEGEND <br />DEMOLISH AND REMOVE EXISTING <br />TYPICAL DETAIL BETWEEN EXISTING V-ZA STRUCTURE AND APPURTENANCES <br />P ISELECT DEMOLITION ZONE. SEE LE CAPS BENTS 0 THRU 35 <br />SPECIFICATIONS FOR SELECT DEMOLITION <br />D4.1, D4.21D5.2 SCALE: 1/2" = 1 °-0" <br />1601 Sth Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO, 1600120 <br />17ALWLOIIID� <br />12/08/17 <br />SK <br />ISSUED FOR BID AND PERMIT. <br />NO. <br />DATE <br />BY <br />REVISION <br />REQUIREMENTS <br />NO. I DATE I BY <br />REVISION <br />DETAIL AT EXISTING <br />(WHOLE BENT #'.:) <br />REMOVE <br />PANEL; <br />SHEAR KE <br />DECk <br />EMOVEACP AND <br />ALLAST. SEE NOTE 1 <br />2) #8 EX CONT <br />� EX CONT <br />EXISTING <br />GRADE BEAM <br />TO REMAIN <br />#8 EX CONT <br />3 EX CONT <br />.__ R I FY <br />SED ON <br />FIT ELEVATIONS <br />Lim I I L_ I\ I I L_L_ 1j I U U i �'_/ :D f7k A A I KI <br />PILE <br />BENTS <br />CAPS <br />2 8- - --T,H--R U 35 <br />REMOVE ACP AND <br />BALLAST. SEE NOTE 1 <br />XISTING <br />;RADE BEAM <br />0 REMAIN <br />-LED BARS (2) EF <br />AT FACE OF <br />GRADE BEAM <br />APPROXIMATE EXISTING--/ b/A I I LN PILE <br />P_Pr)HKini wr7 QFF NOTE 3-BEYOND <br />DETAIL AT EXISTING PILE CAPS <br />r4\ (9 BENT it \ BENTS 28.5 THRU <br />pm <br />ONAL <br />BOJ <br />D4.2, S11.11D5.2 SCALE: 1/2" = 1 , —0" <br />PROJECT ENGINEER: <br />A. BERGMAN <br />DESIGNED BY: <br />STORY <br />DRAWN BY: <br />T. LEMONS <br />APPROVED <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />S. KUEBLER <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCAl_E ACCORDINGLY <br />CIP NO, <br />1-8-001-06 <br />PROJECT <br />NO. MT—ST-201 7-11 <br />SHEET NO. 25 OF 176 <br />