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<br />-W-- -- __- t- 350'U.C. 4`
<br />PROF/L. E 6RA DE N
<br />Toto/ Length = 65 L. F ineosured olon9 i Const. M
<br />q,
<br />HYDRAULIC 'SUMMARY Z.
<br />(� I9'-6'" 26'-0" 19'-6" �
<br />Draing°
<br />Frequency Dis charge wan c/- Sur f oce Clev.
<br />(C.F. S.) ( Bridge Si7`e) .... _
<br />7 year (design Flood) 520 87 00 - �- - -
<br />100 year (hose Flood) l 16 0 87. 03—
<br />/ 00beor v rto pi'le 0. T. Profile
<br />� (o e pp�nq f/�d)15.50 $9.00 0. 6. Pro
<br />pile
<br />Coast
<br />EorthworK 20'%t Corisf
<br />Flood o/' Record = 1458. (No dotos gvoi/able 4s to
<br />(/disc. Arens) ryp.
<br />Flow and flow woter Sur)bce elevation)
<br />Based on Hydrologyd Hydrou/ecs Report Abut. I Abut �4
<br />Sp, Tr;o Ele v. 6 / Sp. Tip Ele Y. 6 l
<br />for the 7-ully i?00C1 Cr©ssinJq of A40S17er
<br />Creek in ,Son Joaquin County prepored ,bent #? Bent -43
<br />by Gill e Pulver Engineers Inc. doted Datum b-le v 60 Sp. Tip Ele v. 55 Sp. r;o Elev. ,55 -_
<br />A vg ust 1988 and supplement doled Oct 19,98. 1 -- +-- - - - - - - ----
<br />6ENERA NOTES
<br />,©,S/(5N = A. A. S. H. T 0. Doted /983 with Interims and
<br />Col Trans supp/emenfs. (Lpod Fodor Design)
<br />2,14 E : Abutments - 45 Tons 16 " CIO H Piles
<br />Bents -- 45 Tons 16"CrOH Modified (See sheet 4 )
<br />,LIVE LOAOINO : HS-20-44, ofternotive oncd permit design loud
<br />UNIT STRESS ES : Rein forced Concrete
<br />Py = 60, 000 p. s. i. 50, 000 p s. i in sfirrups
<br />P= 3,250 p, s. Z
<br />n = 9
<br />CC?/d/ T�R11C7�I0/�/ : .�tar?dord spec�il'icotions, oeportrnent of
<br />. _ _
<br />Tronsporfotion doted Jan. 1988 sholl opoly.
<br />0
<br />L
<br />TULL Y ROAfl f Coii 5r
<br />4,,00
<br />- Cable Anchor Assembl y ,(Breohai voy, Type A) 10
<br />Terminol Section Type C. (Tyo•)
<br />See S.P. A 77- E
<br />ZeOgth far pcy--nent 65-'7%z" Metal Beam Guard Rai/ with
<br />wood pas is 4 bl<xhs. Type / ,{'lore. See shee t -0 7, S. P. A 77C - I
<br />and S. PA 79-A . (Typical)
<br />__ U - U___
<br />L. EVAT ION
<br />g�
<br />92 L. F Metal Tube fridge Railing Type 115
<br />See sheet # 7 for o'e toi IS
<br />.!D'
<br />jo
<br />4 6 / .5 l2
<br />- T . T . _
<br />f �8`
<br />' N 0" 15' 12 " W 855. 02'
<br />,,b , A—
<br />� ,, b 4 t86 5O 5"00 ° / 5 Y- 32
<br />i, 0 , '��
<br />`//�J _
<br />051,F Metal Tube Bridge Roiling Type Ili
<br />See sheet * 7 ,tor details
<br />y\j
<br />_ PL A N
<br />F t -
<br />I[. Via. t _a . w s
<br />Y �.- ,� . 9' P'- 3.. w"i 1 J- :. 3 `x„ ,. o r<,nJ S' .:. 3''v {."'�+ PE. s'1 1^i� :;.. # : h'°' 1. .( ti""
<br />a .:.,n � �s u,. „� _... :+.e' r'�i � ...., �l� � w� �r� � 6 � �, K:,r €xy 3. � ''� �«.�� +r ��
<br />r
<br />e°
<br />— m
<br />6 % / { �/ X ":2 •.: il� ,:: - e:?i �:t�° 'h ,.�a�E F =_i�r fix. ask r 1
<br />w.m
<br />- RAWER SHEEN NO,
<br />r
<br />HO
<br />F
<br />a
<br />d . v
<br />0
<br />r
<br />-
<br />o — —
<br />_
<br />�— 0
<br />!E Goat.
<br />32'- 8 "
<br />16'- 4„ 16 4"
<br />1
<br />14 Metal Tube Bridge
<br />Railinry Type 115
<br />/6 "Cost -in -drilled hole
<br />Concrete Piling
<br />TYPICAL SECTION
<br />STRUCTURE QUANTITIE.5
<br />Excavation Protective System
<br />1
<br />L.S.
<br />Bridge Removal
<br />I.
<br />L.S.
<br />Structure Excavation (Bridge)
<br />103
<br />C,F.(F)
<br />Structure Backfill (Bridge)
<br />'iS
<br />C.Y.(F)
<br />16" C.I.D.H. Concrete Piling
<br />216
<br />L.F.
<br />16" C.I,D.H. Concrete Piling
<br />(Modified)
<br />260
<br />L.F.
<br />16" C.I.D.H. Concrete Pile
<br />Extension
<br />8't
<br />L.F.
<br />Structure Concrete (Bridge)
<br />208
<br />C.Y.(F)
<br />Bar Reinforcing Steel
<br />3g000
<br />Lbs.(F)
<br />Metal Beam Guard Railing
<br />265
<br />L.F.
<br />Metal Tube Bridge Railing
<br />(Type 115)
<br />177
<br />L.F.
<br />End Section
<br />q
<br />Each
<br />Terminal Section (Type C)
<br />4
<br />Each
<br />Cable Anchor Assembly
<br />(Breakaaway, Type A)
<br />'f
<br />Each
<br />(F) - Indicate Final Fag Quantity
<br />NOTE
<br />For restriction working within Mosher Creek,
<br />refer to "' Order of Work " section 16 - /• 0/ 0/701
<br />'Relofions with Californio Deportment of Fish
<br />and Game ".secti6n 5 -1. /8 oP the Speciol Provision.
<br />p
<br />u
<br />r
<br />Ekp. 14 ,
<br />RO Of AW111t**
<br />n� Peen Using This Dr vying ;qjd
<br />All
<br />1 4
<br />S`i'ATE 8R D(�. JE NO 2QC- 27 W _.:
<br />h
<br />f.
<br />
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