4920 EVERGREEN WAY 2019 Plans 2022-12-22

Z O � a � c.� � NOTES FOR SOUTH END WALL TRANSITION NOTES FOR NORTH END WALL TRANSITION o � 1) THE TRANSITION BETWEEN THE EXISTING ROCKERY SHALL BE FIELD FIELDED BY THE CONTRACTOR SUCH 1) THE SLOPE CUT BETWEEN THE EXISTING RETAINING WALL (FOREGROUND) AND PROPOSED RETAINING THAT THE PERMANENT SHOTCRETE FACING tS TIGHT TO THE ROCKERY BOULDER LEFT IN PLACE FOR WALL (BACKGROUND) WILL BE PERFORMED AS SHOWN. THE SLOPE CUT NORTH OF THE PROPOSED PURPOSED OF ELIMINATING GAPS. RETAINING WALL SHALL BE DETERMINED BY THE CONTRACTOR FOR PURPOSES OF STABILITY AND SAFETY 2) THE EXPOSED FACE OF THE ROCKERY AT THE TRANSITION END, INCLUDING ROCKERY BOULDERS AND BUT SHALL NOT EXCEED 2H:1V. W RETAINED SOIL, WITH BE COVERED WITH APPROXIMATELY 2 INCHES OF UNREINFORCED SHOTCRETE. TO 2) FOLLOWING COMPLETION OF THE SHOTCRETE FACING, THE CONTRACTOR SHALL PLACE QUARRY SPALLS � THE EXTENT POSSIBLE, THE CONTRACTOR WILL FILL ALL VOIDS AND GAPS AT THE TRANSITION END WITH (4 TO 8 INCH NOMINAL DIA.) AT A SLOPE OF 1.5H:1V BETWEEN THE EXISTING RETAINING WALL AND � SHOTCRETE. IF FEASIBLE, THE CONTRACTOR MAY PLACE SMALLER ROCKERY BOULDERS WITHIN GAPS SHOTCRETE FACING. � w PRIOR TO SHOTCRETE PLACEMENT. 3) FIELD FIT CHAIN LINK FENCE TO EXISTING FENCE WHERE EXISTING FENCE IS UNDAMAGED/ INTACT. °- 3) FLUSH-CUT AND FIELD FIT EXISTING 6 INCH PERFORATED DRAIN PIPE SUCH THAT FLOW IS POSITIVE TO �. � DRAINAGE GUTTER IN FRONT OF THE WALL. PROTECT THE DRAIN PIPE FROM SHOTCRETE INTRUSION. 0° N 4) FIELD FITTING AT THE TRANSITION END MUST BE PERFORMED TO THE SATISFACTION OF THE ENGINEER. w � 5) FIELD FIT CHAIN LINK FENCE TO EXISTING FENCE WHERE EXISTING FENCE IS UNDAMAGED/ INTACT. Q � o � > wo � � � O z Z W = � `z . SOUTH END WALL NORTH END WALL Z W � � TRANSITION (SEE TRANSITION (SEE NOTES) NOTES) -" U Q 340 340 Q J � EXISTING 2" THICK � BUILDING WALL 2 3 4 GROUND SHOTCRETE SH4.0 TRANSITION POINT SH4.0 TIEBACK ANCHOR HEAD SH4.0 NORTH END OF SH4.0 SOUTH END OF W � Z SURFACE AT OVER EXPOSED ANGLE BUILDI G WALL EIGHBORING -� W W TOP OF WALL FACE POINT TOP OF SHOTCRETE FACING BUILDING WALL W � W 330 330 J �,,, �/ J � � Q . 23. 23. 22. � w � DECONSTRUCT ROCKERY � � W ^ 320 VERTICALLY AT AND ABOVE I I I I I I I I I I I �9' 320 ^ z U �j' THE TIEBACK ANCHOR HEAD ( - Q W w I DECONSTRUCT ROCKERY I I I I I I I ' I 1.5 2 SOUTH END OF W z � O � AT SLOPE OF 1 H:1 V TO END � � I I I 1� � FRONT OF WALL z �-�- (f� N O 310 OF RETAINING WALL I I � I 310 O W C� ~ I ° ° I ° ° � I � I I I I I I I I Q � � � ¢ EXISTING GROUND SURFACE AT o 0 0 0 o ( FINISH GRADE OF > J BASE OF ROCKERY WALL I I I I I I I QUARRY SPALLS IN � � . w (APPROXIMATED) I I I I FRONT OF WALL W C� w 300 I I I ' I � ( � � ( � � ( � I � I I I I 300 �"_ W � w --16' TYP l�- APPROX. LOCATION OF WEEP HOLES (2 IN. PVC M � t � EXISTING DRAIN PIPE (6 IN SCH. 40) BOTTOM OF SHOTCRETE FACING � � 280 PVC) 290 � ¢ M +� � � � � � c Q � � � �U w � 290 280 � � � a � ~ z 1 RETAINING WALL ELEVATION TIEBACK ROW 1 v, o PILE SECTION SHAFT STEEL ELEV. ELEV. AT TIEBACK �N BOND TIEBACK � � DIAM. LEtdGTH AT TOP BOTTOM BOND LOAD � SH3.0 0 �0 2o ELEV. LENGTH LENGTH INCLINATIC?N .� g SCALE IN FEET IN FT FT FT FT FT FT KIPS DEGREES � �_ � W � P 1 to P 13 W 18X 76 30 32.5 327,5 295.0 323.5 15 37 142 40 P14to P16 W18X76 30 32.0 327.0 295,0 323.0 15 37 142 40 C� �' w P17 W18X76 30 31,0 326,0 295.0 322.0 15 37 142 40 � w � . P18to P20 W18X76 30 28.5 323.5 295.0 319.5 15 37 142 40 � � Q ! C = � NOTE: CHAIN LINK FENCING NOT SHOWN FOR CLARITY ,�j � �' o v � _ N O.. PILE STATION TABLE PILE STATION OFFSET �P'��' LU P 1 1+33.55 25.50' `��F y`�c, P 2 1+39.55 22.50' ': � P 17 2+29.55 22.50' " , P 18 2+35.55 25.00' �. ,� �' G b��a-_ �V � .t�� i j,�il�1'►:EL�' � P 20 2+47.55 25.00 �rUNAL �� 1� T'Z o� � H . 0 N �o 0 5 �o DESIGNED BY: ZLK � DRAWN BY: AMP r� Q SCALE IN FEET SCALE: BY. A�S SHOWN Q DATE: MARCH 2O19 ' � PROJ. N0. 81175122 � J SHEET NO.: 5 oF 11 �:.