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Show ~ if> (t :>< ....... :3 (D if> if> TOP OF P I LE CAP -. I" TO (D if> ASTM A706 NON EPOXY AT ENDS TO BE WELDED !II'" :: '"> .::if> (D P- 0 ~ 1(D Z W 0:: Z :::0 PILE CUTOFF LINE DIZ '- • Z :::0 HORIZONTAL WELD BOTTOM OF PILE CAP HPI4x89 Q -..... ~I I ITO ~ ;::; ~I ~I ~I « ..... a:: PILE TIP ~ «ooC_ ~I ~I ~I a::'""1II ::l_ Z ...... > AWS B-U4 BACKGoUGE w :::0 ><I c- x u ~I ~I ~I z Z:z:o I- ~ x VI ~ u ~ u a.. (I PER PILE) ~ u Q >- - '""0 lL.- 2 i 0 ~ .: ~ il c ~ QUill ... w ..... ooC::J ><a: o:: o :z: e> Z w ...J VERTICAL WELD LOCATION PILE SPLICE ~, "/~ :<,< ct PILE N67"28'17"W BRG ABUT I ctN60·56"40"W ~> /:v;;S/ ESTIMATED PILE TIP ELEV. (FEET) ELEV. OF MIN. ACCEPTABLE PILE PENETRATION (FEET) STRENGTH I PILE LOAD (K IP) SERVICE I PILE RESISTANCE (K IP) ::::E~~I; EXTREME LIMI T STATE SCOUR (KIPS) STRENGTH I PILE RESISTANCE (K IP) ULTIMATE PILE RESISTANCE (K IP) ABUT #1 4998.00 5005.00 234 180 340 270 415 ABUT #2 4996.00 5002.00 234 180 340 270 415 . PILE . 52"2"3-1 '4j"w HP PILE ELEVATION ..... ~~ ::J "'u ~~ --I--,' II 2. USE HPI4x89 FOR ALL PILES. CONFORMING TO AASHTo M270 WITH A MINIMUM YIELD STRENGTH OF 50 KSI. a:: w > SINGLE 6. CONSTRUCT COMMERCIAL PILE TIP WITH ONE-PIECE OF CAST STEEL CONFORMING TO ASTM AI48 80/50 - HEAT TREATED (MIN). > CD 5. WELD COMMERCIAL PILE TIP TO ALL PILING WITH A GROOVE WELD ALONG OUTSIDE OF PILE FLANGES . 5'.6" ....J a:: a.. W LLJ u::I u::I I w > I.D I.D >~o 0:>0 ~ I") ... I.D I.D Q Q I lL. a:: CD all ii a:: VI a: VI MORGAN COUNTY C-969 ORG. NO. SHT. . S~~ a:: I 0 7. ALL WELDS TO BE PER AWS 01.5. PILE ORIENTATION Z Q " -6 8. COST OF PILE TIP AND ALL WELDING IS INCLUDED IN DRIVEN PILE PAY ITEM. ....J II a:: ..... W W CD a W w ~ LLJ 4. PILE TIP ELEVATIONS ARE APPROXIMATE. VERIFY ELEVATIONS AT TIME OF CONSTRUCTION IN ACCORDANCE WITH SPECIFICATIONS. VI a:: « a: LLJ > a: a: :. a: LLJ > 3. USE A PILE HAMMER WITH A MINIMUM RATED ENERGY OF 50 FT-KIPS. ~! >- :::E I. FOR PILE CAP TOP AND BOTTOM ELEVATIONS SEE ABUTMENT PLAN AND ELEVATION SHEETS. ~ _0 0 NOTES: w ~ ~I~ z: I :1,- c:!c I « z: < (.::I a: ~31'37" ct Q - =-. ::: 0 n (D if> if> to (D if> ~ (D 0 n..... 0 N 0 ~~:n~ II~I~ :~ a.. ~~~ 9 w u , I I , , ~ w,""u PILE DATA l- Ej Vl Z ..... o- u. ~ 0 :3 18 ~I ~I ~I Z tiO (D 1 I ~ :::0 • 5 OF 25 ~ I" :=t.> (D ..... ~ 0 n..... ..... 0 n (D if> ~ |
