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/ ' Y I {L` I Direction of Stationing ` 55._0• I 45' II BEGIN t , I BRIDGE J •7 J ENO BRIDGE - -f P2£s i O 2 F TITLES 15' ` \ SHELL ROCK DRIVE 7�- 1 O iri -`• • i iI '� 1 AVO � d W ' o O i i p e I I 80 G.F. 15_ C_M. Q ' \�\ II I t1 ', P I \ m I h I ENP BRIDGE' Q ' f I I 'I !' O7 r \ DE. TO BE � � I � BENT N0. J IOVERHEAD ELECTRIC I \ REL OCA TED o O 15 14+73. 41 PHASE CONSTRUCRQV LINE ! i TO BE RE IED BY O / ! I I it 0 I F INT BENT NO 2 (SEE UDC. _ POLE OTHERS 1 " STA. 214+ 4341 6 \PLANS) _ B OAO ROA. - _ O _� i SWAGE D /� ZZ _-_______-__.._..._.________ .__ __ _ ___._-�_AND_PR _ ______________________. - _ ____._-__. ___ .1._____-___r_i.. DET- _ __ -__._..__ _ -L1___ __- � _ _____ ____ 13 + OO GRADE LINE ' 214 Of 90,0000 �_____- _ _____ P Y__________________.--_ W. V. . I I 'I LTM 4_r WlZ3)-- • O P.P. SJ _ 0 i a•`6. _ _ _ __ 58931'55 E T Lu 1 -0 •B..._-.______ g- - - - - - -- - - OSLO ROAD � �'� o .� y 1 � d _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ - - - - - - - STA. 2/3+44 // 1191 = I on n 'o - - 4 0 __� _ _ y W _ -1 � _ _ - _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ _ - _ _ _ _ _ _ _ _ B 43x8 AVErd AVE U VENUE W I p I O hCION SIA. 3/3+79. 19 p 3 I \ LIryry 0 2 BEGIN O O I \ ENO BENTNT NO NO. i v O i © RAISED WM. OSLO ROAD po I 57A. 2/4+ 11. 41 2 CROSSING = I \\ I 11 � F BENT 8 1 TO AD7E0 PILES L. PLANS -- •• I .o'' I Q.' e . ... ... .�.......o.... 9 .. p. .. a .. o ....e.......4..."e.6.....I.m..... ...... 1 . . . . Q - - - - - - - - - - - - - - - - - - - - - - - - NO '� p DEBRIS - -Y . I. PLAN LOCATION (1F PILES IS GIVEN AT BOTTOM OF CAPS. y PILE 2. ALL PKMG TO BE 18• SO. PRESTRESSED CONCRETE. Y�'V FOUNDATION LAYOUT J PILES SHOW u1: /2 /NDlCAMS BATTERED PILES WITH THE ARROW INDICATING N4 DIREC RON OF BA TIER 4. ALL ENO BENT PILES SHALL BE DRIVEN PRIOR 70 THE INSTALLA PON OF CONCRETE SHEET PANELS 5. TEST PHLS SHALL BE DRIVEN IN THE PONRON OF A PERMANENT PILE. TABLE OF PILE CUTOFF TEST PILE LENGTHS ARE AS !NO'CATED IN THE `PILE INSTALLATION TABLE" � / TION$ AND SHALL BE LOCATED AS FOLLOWS C ML BENT NO. 2, PILE NO. 5 ELEVATIONS END BENT NO. J PILE NO. 4 END BENT INT. BENT END BENT OR AS DIRECTED BY THE ENGINEER. PILE NO. NO. 1 NO. 2 NO. 3 6. PILES SHALL BE DRIVEN TO THE MIN/MUM TIP ELEVATION AND EXTENDED 1 20,5 20.J 20.2 AS REQUIRED M77L THE DRIVING CRITERIA FOR THE DESIGN LOADS HAS BEEN MEL DRIVING CR17MA SHALL BE BASED ON 7Hf ENO OF DRIVING (EDO) 2 10.5 20.J 20.2 CAPACITY CIOMPU/ED AS FOLLOWS J 205 20.J 20. 2 EOD CAPACITY = (DE9GN LOAD r FS) + OONMVRAC 4 20. 5 20.J 20.2 FACTOR OF SAFETY (FS) SHALL BE PER SEC17CW 455-.1122 OF THE SUPPLE- 5 20.5 10.1 10.2 PILE INSTALLATION TABLE - MENIAL SPECIRCAAONS "DOWNORAG l5 THE ULTIMATE SKIN MC77ON LOSS VALUE SEE `PILE MS7AUA77CW TABLE, MIS SHEET. 6 70.5 ZO.J 20.1 7. WHEN A REOVIRED .ET77NG ELEVATION IS SHOWN, THE XT SHALL BE LOWERED TO 7 z0.5 2D.J 2o.z PILE DESIGN TOTAL SCOUR MINIMUM SCOUR REOD. REOD. NET SCOUR TEST PILE BENT DOWNDRAG THE NG IS OM AND COIF XI7 TO OPERATE AT INNS ELEVATION DIFFER THE TIKE SIZE LOAD RESISTANCE ** TIP ELI * EL. PREFORM EL. JET £L. RESISTANCE* * * LENGTH DRIVING /S COAMPC£IEO. IN ..E7T/NG QP PREFORMING ELENA DONS DIFFER FROM B 20.5 20.1 10.2 > (Tons) (Ft.) F . THOSE SHOWN ON THE TABLE THE ENGINEER SHALL BE RESPONSIBLE FOR 9 205 203 102 NO. (In.) (Tons) (TOr15� (Ff.) (Ft.) (Tons) IN ORDER DOW OF THE REQUIRED DRIVING RESISTANCE. 10 20.5 70.3 20.2 1 18 55 -- NEGLIGIBLE - 10.0 -20 N/A N/A -- 60 B. M ORDER TO ACHIEVE THE HIGHS D MINIMUM TIP ELEVA DON IT /S ESTIMATED 2 18 75 - - NEGLIGIBLE - ISO -25 N/A N/A -- 65 MAY A ENCOUNTERED RESISTANCE E LOC THAN . THAT REOU/REO FCA7 LOAD CAPACITY 11 20.5 20.1 10.1 MAY BE ENCWN7ERED /N SOME LOCATIONS /1 10. 5 20.1 20.1 J IB 55 -- NEGLIGIBLE - 10.0 -10 N/A N/A - - 60 9. PILE GOAD RESTS SHALL BE CONDUCTED TH AS DYNAMIC LOAD TESTS UTILIZING 13 20.5 22-J 20.2 THE UC DRIVING AANAL CCORDANCE (POA). THE DYNAMIC LOAD TESTS SHALL BE A CONDUCTED M ACCORDANCE NI7H FOOT SUPPLEMENTAL SPEGF7G TION A-455. 20.2 # MINIMUM TIP ELEVATION IS REOVIREO FOR LATERAL STABILITY. 20.2 #'4` TOTAL SIDE FRICTION RESISTANCE FROM GROUND LME TO THE SCOUR ELEVATION. I6 20.5 20.2 NET SIDE FRICTION RESISTANCE FROM INE REQUIRED PREFORMED OR JETTING w=��s w. Nhosr.00Wc ## # - ELEVARON TO THE SCOUR ELEVATION. iMwan R/w Own APPBO�EO N SCILE : SHEET DAZE BY pERRV110N B DALE S ' BY 5 OFSCNWINMI N 'KYIEI'-BpBI BY: a�wwnw,, e, RUGWk ww>: FFAVtes, Mg OSLO ROAD OVER THE LATERAL C CANAL Ho.DNAWNGI NO. FOUNDATION LAYOUT IGmley- Inc.®r� osLo ROAD a-z O K.M.rw.. r •e..:.�.. nc wm VATS : QIM