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HomeMy WebLinkAboutT-270310------------------------- ------------- — --------------------------------------------- -------------------------------------------------- ------ ---------------------------------- ------------------------------------------------------ ----------- - -- -------------------------------- --------------- --------- --------------------- --------------- ------------------------------------------------ ------------- --------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ITIB NO. 8-1-102(29) c. co N >- < ME cf) Li 6" SHOTCETE, FOM LV VARIES T- C) -;7 < BACK OF R SHOTCRERTE ( E2` E0" ABOVE GROUND) -Z o SIGNAL WALL AS NECESSARY 4 GALV STEEL ANCHOR 0 MAST ARM BOLTS, SIZE TO FIT ELEV VARIES ul C/) L'i POLE REQUIREMENT REFER TO SIGNAL STANDARD SEE SHEET WL-I-\ --j -j r 0 0 -T DETAIL CHART ON DRAWING TSD-1 D z in FINAL GROUND FOR DIMENSIONS (TYP) Li > U) 0 > 4" THICK PRECAST PANEL WITH -1 1, 1 1 1 < EXPOSED AGGREGATE FINISH. < < Z Z I REINFORCED WITH WELDED 0 WIRE FABRIC 12x12 D12/D12 CONDUIT, SIZE AS REQUIRED z: WALL CONTROL LINE ol 0 < 25' RIGHT OF ROADWAY B CENTERLINE z ,,-3'-0" SQUARE j- NATIVE MATERIAL ---4 HOOPS j 7 ALTERNATE EXCAVATED L HAND HOLE TAIL POSITIONS SURFACE z j : 00 POLE GROUND F - z TERMINAL SECTION A7'A x &BARE COPPER Ljj GROUND WIRE C ry y- ) JUNCTION BOX o �E ELEV 46.5 TOP OF WALL 0 Q? E AND POLE BASE I WALL CONTROL LINE :0 25' RIGHT OF ROADWAY ROCKLINE f I CENTERLINE w BRUSHED CONCRETE FINISH < SOIL NAIL I If FLUSH WITH FACE OF DRY PAK 3" MINIMUM 5 0 EXISTING AND NEW WALL III COVER OVER SOIL NAIL I u 2z HEAD �ALL SIDES CO 4 GALV STEEL ANCHOR 2 -4 N BOLTS, SIZE TO 1 5 Lj POLE REQUIREMENT 8 -7 BARS RCCk SURVCE APPROX ELEV 4 CONDUIT, SIZE FINAL ROADWA 1 ---4 HOOPS AT 2.0 AS REQUIRED 00 &4 3: 12" CENTERS u- rA —4 Lu L 4 •4 BARS 2 *4 I w r\ C) 8 - #7 BARS 3' SO. 0 j- Z 0 o a- C) GRAVEL BACKFILL < < < "4 HOOPS AT DETAIL FOR WALLS z 12 CENTERS NTS CONTRACTOR DESIGNED Li Lj F-: 0 HI z z Ljj > SHORING, IF REQUIRED LLJ T�27031mfy R PROPOSED GROUND v) aCn e I AT FACE OF 'WALL NOTES: i- L 1. FOR SOIL NAIL WALL DETAILS, SEE oo .0 T I WILD-2 it Hill till I r. ==I Fill 1=F1 -111=Fm I z z 2. FOR LUMINAIRE POLE DETAILS, SEE 3, SQ. CHD-1 SIGNAL POLE FOUNDATION BETWEEN LUMINAIRE POLE FOUNDATION EXISTING AND PROPOSED WALL BEHIND PROPOSED WALL /2\, C) Z w< Z > 0 NTS TSD-1 3/4"=1`0" CH-1, CH-2 �o w 0 af a_ [a < 37 s I V114 2 z 77 L 0 cl > I SIGNAL POLE AND TSD-2 I ILLUMINATION FOUNDATION DETAILS --------- -------------------------------------------- 1 ------------- i ---------------------------- i ----------- --- ------------------------------ ----------------------- ------------ ----------------------- ------------------------- ------ -------- ----- - ------- ----------- ------------------- --------------- ---------------- ------------- ---------------- ------------- ------------- -..7 ----- 17- ----- ------- --------------- ------------------ -------- --------- ---------------------- ----------------- - --------- --------------- -------------- - ---------- ------------------- -------- - C�t)) /,7 SCAN. 117D� FF� I 26CZ FIR 1 17" 15 17