HomeMy WebLinkAbout061836 7 knA
Ydo aY/�Y. 0
_ __. �• P V P R'
6•3 "VIN Rd _q--
BENCH MARK "e 16-8.6/
2x2 Hr Sphd nail bur 1.9 7C:. � X .- {
•....•...r �I....a -�
- 737 rt./77+/2 -A3,.' - �'` X,
E!EV./20/./0 v t
-
6/
L IMPROVEMENT
i
f—� EAST BDUND
73
' 1
_ �=- __ . Deslan P,Le LoadLnq _ __ 'tl5.Tons
;. r{ r Pile TYPe 16N GLt):H.
/-t, 0 ]{ To+al,No_o{
8—If: : 645.0
A S B U I LT PLANS LinealGt P,, P,4n 65'O.
X � S—pecl :73
_ Contract No.63-141//3r-
�
Q Date Completed _.
"4ment No.Fa2aoJ36
Docu
el .
i
N
W ,
Approxi/nale ox/silmy ground • , i
•. _ h,
o u ?w N ri /m alongF 6ast Bound
B•4 B 3
12039- 3• '"1E!"1[i"1 12034.E .. 1203¢'
/200 [Dost 1w—y nn. fP
j fin•sonde s.x+s./f. i' s _ _ ` P 12 O
N
i B ottclTl '' ii 2
1190
_� _ ��_ $%gr•f/y cop r fon t` a� {oD�ings ]
„Ba _ -N AS BUIL
v
-- is °
Me
. 1phr 1 fr.h M.an sow[ ` CONT .
_ _
r //70 _ -- -_--- D f r ] ' --- m/ - v= s too bATE. •nY'. i Qg 2 .i.
/qh1 g y ,o ler. n.t•4] /2•/-s/ '�� ��r�•`�
� _ bMd•d .d I/ns•s a{
--PI. //'70
`a sandy gra,-./ <]• Ii'Ip Elevaton
C
ca
L 1/60 e .
1160
NO ground water en!,n untercd NO GROUND WATER ENCOUNTERED
. dVrflT� "GOI:':ty L]GTIOr $U,1I IYIBY' .
'o o //50 Demv/'sf brown,.SP° - ]
BRIDGE
1150DEPT. GEOLOGY bECT10N . -.. . . ..
y 1912. DATE...vo ♦JeYnet.
Y . .n1•r be Yd•d sand t sandy _
i �Y 7 . grord:fr.ngr t. --- _- — _ —f //50
< ' 175
SLASSIFICATFDN OF MATERIAL BASED OM STANDARD C+*.DESRE LIMITS �E'6ENO or'EARTN MATCRAAL9 --•-L E 6 E -N O - O F B O R '! N Af - O P ■ R A T A O N S
e
...-.._ L_ DIAGRAM d110RY ME THE 6R515 FOR ESTIMIATGT .SALTY CLAY.GR - -
- TE
01 aNAp[tRZL DISTRIWTION U3Ea IN-OETLR- ®GRAVEL C.-AYf.Y$,LLT - ;: _....._ :...
CImAMeotkn of aonh Inolwida dawn o O 4 IhM k bnd rpon R.W IiRp.etbn and i I
MINATION OF CLASS NAMES= , -�.-.g4CONL P[IRRROME"k B- 13-N! ..._ _ ...' ;,I"-
_ _ _
o�IF GRAVEL IS,PRESENT IN APt?RECIABLE PEAT'µFDR T AAoN E/_ To No/e E/. B A(R
®SAND ORGANIC MATTER SAMPLER EORIIIE(DAY) 'J - TO No✓e /• '
CLAY,. C AMOUNTS THE TERM'GRAVELLY'•MAY Blows Pei'f t " W dlx af'sv]w/t•�i]c/,wT) hee Pf�en of'm,>MvW AINAed w
Jb hlnl o.A.:.
.BE ADDED 70.THE:CLAST.NAME,,VIZ- r� ®RcwtY,BORANO-(WET ( • _
Iro!fo a oonlhwd b Mglr n1Adlankd ualysy...
$ • Mn„+fw•wTlba - 'B/ tPa"Ieef _. -_ tMH/ frveiphi(A/w fY) Ab count q•m
'GRAVELLY 3I1ND. THE TERMS ®gILT ® FILL MATERIAL a/40/6 { ..-Afoi•'c•lwe - •-
Irl ., Psion
_ C 4nA]l.'dufgn T..f
LTYC
'COARSE�_'MEDIUM�AND SINE AuDER EORINO(DRY) K fMe fS/p d ros �Pu'fLa
. CLAY: rviM Ls s/. / ((/singy a M2. of dri'v!'sarvw]ti emr4r rwr.. . ;
WHEN USED TO DESCRIBE SAN0. ®CLAY IGNEOUS ROCK F71 , as. n....v..d iNrA'kr,Vn-Te N�1e E�l
C A Y SIL -SILT AND GRAVEL REFER TO IRI JET BORING Mid Pp. ' bKy�/waL ehvgs .4i,h--(A//py' R �
. '. .. ..... •• •_• STANDARD GRADE-a1ZE.-.." -:SANDY CLAY OR. - 1aA.•, ( msAru/ r a4 M:AM,
r T Ff - fern]ob/e t']9
Jib �
... 'ESP
f 7 L LiMiT3. ® CLAYEY$AND ®SEDIMENTARY'ROCK Q COR[BORING sap ' Sher:frtgM �' /�� A sbn / - -
unaenrb,Tn.bAe,na>b:>v/ {;�,..>n Abad �..f —. _.. ... L® 'CREEK DR I DGE
_ .„ FSK
lc� 3f T o ( �,,,g, 5„y
SANDY SILT,OR r--, dn]4rbr'g fb/,t�ff1/g
Lpp�p1
s $LLT xRCENTAacs ' b4i SILTY S+,No. ® METAMOIRAMIIC ROCK i__i TEST PIT IN SOIL TUBE,. f 5... a. F.w
_ _. ._... _ G OF TEST RINGS
TR N t' SCALE /%/O• EMDDE $4.646 FlLC DRAWINGCiYJ4&46-
e
y'sT's'.-,.�.. —_" ; `fid"y,
_^Y:r
;I HEREBY CERTIFY THAT TRIS IS A TRIPE AND AMORATE COPY OF THE ABOVE DOCUMENT 7AREN
}UNDER MY DIRECTION AND CONTROL 0.' S DATE':i SACRAXENT:I1 CALIFORNIA PURSUANT TO
IAUTRORIZATION BY THE DIRECTOR 0 PUBLIC WORFU,.
DATE /7-/ro--7/ SIGNATURE- :r'r l,. TITLE
SCALE r'c$0' MICROFILM STATE OF MFORNIA-DEPARTMENT OF WBLIC WORKS-MICROFILM - SCALE 1'-SO' SCALE I-=2d MICROFILM-STATE OF CAWiORNIA-DEPARTM"T OF PUBLIC WORKS-MICROFILTI '
O 50.
loo . 200 300 400 5o sao 60.i " Too C, s6 100 200 - r '�SCALL. r-zo 300
, 1 'SI IO 20 30 40 fi0. 70 8C 90 G 20 30 40 W 70 ,I I I II { 30 40 60 'TO 80 90 -
MICROFILM-STATE OF CALIFORNIADEPARTMENT OF PUBLIC WORKS'MICROFILM , '
SCALE I'=10' W 1"=100 SCALE Inc IO 7r i'_LOO' SCALE 1 e 40 MICROFILM-STATE CF CALIFORIII.-0.:PAP.TNEfAT1 OF PUBLIC WORKS-MILP.pFILM SCAB I'=eQ '
O Io 20. 30 40 50 60 7o so ' 40 100 10 20, 30 40 150 0 20 4o so ao LOO zo co so eo 200 zo co Bo 300 zo 4o eo 1 80. 400 zo co Bo Bo SOD zo co sa Bo 600
1 1 I ,
Lolv."No.° STATL L.A LAw[CT Ho.I ",�<�1
7 CALIF.I
.. pax mu"r< Reon pa+.w. "+a,r •eru
kG'• Vltl SBd I 6 a -"
n A
Q� Qq amwwsap a,awau+--trots»s
x. - Q urs•xn•w<auwwau <„w
o PROF/LE GRADE 4 T A37"LINE N ¢Impravemer�f
\ , ,,,
474/q o/ao Ag,Lirre o Brldge Consir. BNdge Constr
1 • Jr/yina/ground -
NighlYoferEfer.=1400.30
<=BanRProlect/or,PreCOsf 3'/e
f/ Pone/s by-others,
C.LD.h!.Concrete.Rtes. ; " 1 24=0" war/es
5peei/iE open yrod2f A.C,nyrO./7'T/peB
See"Abofinerr/De%ifs"s/reet\� Tri- --- T-T--- I =;iE/ev//87.0 fypfco/ 0./7TypeB QC, J Pro/ffe GrodeLine=A3�"Line �"iU2tnf 8eom
'Abut.-/,. Abut.'L
Dotam.E/ey-Ileo.0, Meta/ Beom �� 3��� TemparoivRo/l Roi/in
lR011/n9 ° I breoE/�:%
•41 �y
— -
E! EVA710-Ng� o O O O U y
P'=/0=0" P Future �t /'
Cpl v1 deniny� -Precosf Prestressed ��Fufure
G Dec# C4.-M/S w1de,i ii
20 ® Four 4"General Te%Phone T YP/CAL SEC TION
Gt conduits each openh7g.
s " EXisfin Doub/e ( h vr!y ® One 8"pioe'sleeve Por o
3%for�edondrrrappod [ m 0 \ s
8*4 CQ fo 0 Topall chonne/ban/ 3,g" .Soulhern Co/fl'orly
sfee7 yosp/p So.Co/rfGo3Cam — — /v removed—r �i� — os Co. 1112e.
ZEXrsting Genera/-- T------ ---� -= ------ -?r == T -
Toe 0/1 lll
Te%phone Co:cob/es I I I ,_ - - -
- _7opo!'All_
GENERAL NOTES IndeX f0 P/OnS D
Sheet/✓2 Tdf/e
II MI6 11 SPECIFICATIONS:
DESIGN: A.A.S.H.O. DATED 1957 WITH REVISIONS AND AS SUPPLEMENTED BY / veneris/ P/on
w. .O. t0 Up/Ond II 1I 11 /T6+/Jr,SO B C; �</'yeSfbOUna' BRIDGE PLANNING AND DESIGN MANUAL. '
41 I I. CONSTRUFTiON: STANDARD SPECIFICATIONS, DIVISION OF HIGHMAYS, DATED 2• Foundo/%ri P/an
y S gB°30'02E 11 11 II
y JANUARY 1960 AND THE SPECIAL PROVISIONS.
n0'
{YesfbouRood/vo3. AGutrnairf Oefai/s
-,--.3000, LIVE LOADING: H20-S16-44 AND ALTERNATIVE
`? /75.44.55 9.B, 11 / II 11 195'9/..90 E,B. UNIT STRESSES: 4. Precosf R�sfressod /�ac�Un//r
E/ev/204.93 I I I I I
.S'8B 30'02 E I I I E/eK/204.$/ REINT ORCEO CONCRETE: FS=20,000 P.S.I., N 10
1 I I 11 ¢ Inrororen7en! S. /Lle/n/8onm r3ridy o l2oiili7q
a " , 1 —. FC = 1.200 P.S.I.
p /74/75,61 P.O,T, ,A37 _ 5,T-19.9_9,r C. I I 11 _ 6. Loy o/ rest Bornys
S 88°30"02'E Chonne/ a: I I 11 1 1
1 __I I _ -:4�x Line=
S8S°30'02E`� - T_b.^om brrd9 II II I /76 AFPRO%IMATE QUANTITIES `..
11 - PILE LOADING: 45 TONS TYPE: C.I.D.H. _
3Qppo0i I�EOsfbaund Roadway - TEMPORARY RAILING $0 L.F.
C174'75.56BEas / I
REMOVING LUMP SUM
59,1752 P.00. & Channel to Son Bernora/na *STRUCTURE EXCAVATION (BRIDGE) 5 5 C.Y.
BACKFILL (BRIDGE))
h 1 I 1 I !I '--- ----_._-- _ ASPHALT CONCRETE 40 TONS
41 I I -- -` - 16" C.I.O.H. CONCRETE PILING
a I II I� FURNISHING PC/PS CONCRETE DECK UNITS 650 16 EA` t
�+ AS GUILT PLANS
ERECTING PC/PS CONCPETE DECK UNITS 16 EA.
�I 1
CLASS"A" CONCRETE (BRIDGE) - 220C.Y.
Contract No. `I3 f_ *BAR REINFORCING STEEL (BRIDGE) 32,000 L83.
METAL BEAM BRIDGE RAILING 158 L.F.
Date Completed__
z � �— DOCUment NQ���36 *FINAL QUANTITIES
e - -
m1y _�' _ - /� '8o�X Pra/eaflon,Precast -- ,
others -
c SLI
RN
BRIDGE
--v/ b --�I
Q- CUrf'e QOfa _
FBRIDGE
ENT - STATE OF CALIFORNIA
/O Ind/cafes/ocoifon Por pointing .53,03.96 B.C. t Channel Cho e/ Eosfbaund K/esfbaurA9 DESIGN SECT ON •• J 2_t AA/� ' DEPARTMENT OF PUBLIC WOR KS
/, 000' ' 63 �FYDIWSION OF HIGHWAYS
PLANDEER CREEK BRIDGE
T /08.44' 127,O/' 81,55'Q Indleates/ocofion l'orpainffngL 2/6.03' 253.87' /63.06'9 , /0=0 ✓E/?fchOrdson1 —1je F�,Ur/' LOCATED ABOUT 0.2 MILES WEST OFT INTERSECTION OF ROUTE 9 AND
Deer Cree.Y Brid eHE+ SQ / pw � .HAVEN AVENUE IN SAN BERNARDINO COUNTY
/01 an "✓EC�"'°A°`°/ "L.D.Riccr r cz GENERAL P L A N
FOR GENERAL NOTES SEE BPYCIFlcwnONB Imo. : f/ ��
LIVE LOADING H2OSI6.4A AI:D ALTERNATIVE Ar1...AAy
�e aepP.Ms..a_e+.?�._ SCALE AS NOTED BRIDGE 54-646 FILE DRAWING
552 rM1 YINMY EYATRYB M0. REV 810N GATES
J JJ D;,..r>o,a p.°n b�Re,,,tte,,.w;p,a,l.. —s
46-
® - 414VIOH0566
11 HEREBY CEP 1FY THAT TRIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKER�-
(UNDER MY DIRECTION AND':OHTROL 0. S DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO
}AUTHORIZATION BY THE DIN_CTOR G PiJBLIC WORESS..
DATE /7-/6 7
- / /
SIGNATURE �e�, I. ( YTTITLE
SCALE i'=50' MICROFILM-STATE OF CALIFORNIA'-DEPARTMENT CF GUSLIC WORKS-MICROFILM SCALE 1"=56 SCALE I-=20' 'MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF•PUBLIC WORKS-NICRDFILTA
0 100 200 300 400 < GALE i'=20
sli so 30 Iso 50 °'� 700 SU a0. a _
600 0 100' 200 30Q.
• 50 SO 10 20 30 40 60. TO 80 `90 Kl 20 30 40 60 70 Id 211, 30 40 S 60 70 BO 90
�. . i I I I L. I . .i: 11 I 1 I ' I I 1 I ! i
MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM I I MICROFILM-STATE OF'CAUFORNIA-DEPARTMENT OF PUSLIC WORKS-MICROFILM SCALE 1'°a0' "660
SCALE i'c IO' or 1"=IOU SCALE 1"=IO or i'=100' SCALE 1'-40 GV r
0 50• 100 150 0 300 I
10 20. 30 a0 60 70 80 ' 90 IO 20 30 a0 100 200 403 500
20 ao 6o eo zo ao 6o eo zo <o Go ao Go so zo <o so w z� ao 6D so
I 1 1 1 1 1 1 I I 1 I I I I I I I I I I I I I I I I I I I I I. I I I I T
7 CALIF.
v 4•W.Bound �! 2 /nSA�P xocN e
O'_Channel E.Bound R= 3000' I \ VIII S Bd " a 2 67
R=loon' R=3000' \20 \20 or 9/
A=IO0O`40` A=-04°5U BV' A= 03°06'81' `i'
T=IoS.44' T- 127.01' T= 8L55' _ / M v`y C <Gorrett 4 Co.sign
POWER POLES L=216.03' L=..263.8T L 6,935 412 / LN honnP/ ��� '
VINEYARD, N 9462.322 N 6,915.082 N-
QI ?P 1377152E I o'er O 39,316.010 E== 3�6.450.458 .+ _ O�igi�/Groin
E 40,378.211 E /
3 wires e 1241 E-W
02 PP+"1377153E F oO
O 3 wires @ 1242 E W
3 PP#H779Y
I TP cable @1223E-W
wire 1227 S
-_ --
_. - --__� - 8%2'O.R steel 1 X00 t r Ch�otfom
® P P# H8877-Y - - -- - _ 1202 Q ��n ; , Structure i //%/ //
1 TP'cabie @- 1229 - P j ��" ," =� VINEYARD ExcoYotion /
i5%2"X 20^:.Metol.Box
/ -
' H W Housing for-Tele.Gobles
176+15.50 B.C.4•W.Bound EXCAVATION DIAGRAM
/ 00 t 17Q+15 48 P
20 L. O.T.As7 46 Sco/e
---- -e2.General Telephone cables_-�--�- -"`-"--
1204 --
9,934,385
__...
1204
Li
V
t 3 s/8" tarred e w o Bd sty I IEe So.Calif Gos Co. j r- -I 1 - 1 I . / - d
t4 Exist. Shoulder 120 4r._s. __ -_. - - - - -1�— b - --Y, - -,-:,1204 _ -
_-__...._. 0 � T 1 / x/x
2Ga
E.P. Route _— x 1 '1 11 A -- —
— —
�0 / 177.78.56 E.C. L W. Bound
0 — N 9,905,69i
rn
1�< 11 ^� X x F39,691.7h5
o I S 88°30'02"E
"T 11 I I _ P• 10i r
I 175
W BOUND
R•
° bio U T / ; � I j 3
Y.
db4,,t2 Z_0/,4 Ly' a 000Oy I
�85 31a /75,46.2 X
_
177
IMPROVEMENT
LINE
S 88*30'OZ" --
58R°30'02"E
1
• I 175
I
_'E. P.=Route g', 6 x Q -I>ia 1! �_ 11 1 1 ti 6 eO I
Exist.8•x4' R C B UN� w
4 E
1204 .. _--r�' __. - �` � [0 �I 177
Exist.5houldR=
er _ _._ r.. .Jrs<na_ _-'-I i —
aD I 30o0
a o o;� _ — —
'I 174+75.56 B.G.Q.E.Bound= 2% Y.
X i I 55+19.99 E.G. Chonnel n
a" 4 Rii 174+75 61 POT A37.
1/876, 1
Q' N 9 914:054 N 9,917.798 O
G s u P E 39,394.512 z2„ 0 17--- - E 39,48f3-63
1202 O / i /Vote This oleo ir�dieotes ortion E C E.Baln_ o
1/7+29.43 .d
psi n _ i /' VINEYARD, N 9 896.668
BENCH MARKS 9 -__�i PCC Apron i \ �eXcovotiori for cu/verf m
/' --p �' E 39,647,714
Z 53+03.96 B.C. Channel - _/ i. \ iemovo/ /vh/ch is do be iris/sided
o" B.M.I 18-A-61 Elev. 1202.79 / �'--t '�-' � ""Bridge Structure Sookli//
>n Z"x2'H 6 sphd.nail bur.19 / N9 71C..,380/
/ _-i ;. yc.ogtifies '
0 49? 1t _173+66-"A37" / E 39,411.022 r , 5 _ 1
/ 17.52 P.O.C. Ghana l 202
E: ,I B.M.'fiIS-B-61 Elev.1201.10 �- ; • _
/ 75+67.88 P.O.T. Aa7
2"x 2°}18 sphd.nail bur.I
4
73.7 rt. 177+12 A37" O�� / `/ i ! N 9,915.639 /✓ofe:
\2 �Re161 ing Wall .E 39,d$6.861 �.Tndicotes bolt_r pi/es ,.3, AS BUILT PLAN
NOTE: VINEYARD , G 1 rx 'y,15' } ` �` + I.7dico/es v1��>a piles. Contract No.(03-641//3Ct
S-B.C.F.C.D. B.M.Chiseled r ��/ 0 i- rQQQQ Ind�coles bo/%mo/%o//r�gEte% pate Com leted —
o"E'ly end of E.W.31' v {�
Rt.of Sfe.175+80 \ (\ `90f ! / 0O 36f V1tN &zat
Painted EL.1204.598= Q°
S.B.C.F.C.D Adj EI;1204.543 BRIDGE DEPARTMENT _ STATE OF CALIFORNIAC.H.C. Elev. 1204.61 r` ��� M Ijf DESIGN SECTION DEPARTMENT OF PUBLIC WORKS
5'h DIVISION OF HIGHWAYS
O v:, DcsI4N b �Lw DEER CR
_ h 20 �' _q,_? 6� —A /�> EEK BRIDGE
\\(P \�oJ / L„ ° DcrAlla „ �z
/ ATE FOUNDATION PLAN
iDR—N BY: E w ROQUE 9/IS/61 COANTITIER b✓ �M�q ylyG,y r�Z //,�y��
CHECKED BY:Ff,ac he'e/5 .9-/S'--(�/ n.-re L•D.RICC. 42 SCALE 1"= 10' BRIDGE 54-646 I FILEE,54 DRAWING
—
55 3 Da 1'8°d p,—I,° .°Cx—I— —i PREL DRAWING No.P.51 2 6
1I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE AB07S DOCUKENT TAKEN
!UNDER MY DIRECTION AND CONTROL 0' S DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO
IAUTHORIZATIOH BY THE DIRECTOR 0/PUBLIC WORKS.
a DATE /7- /�-7/ SIGNATURES/J �., ) 1,-.:f TITLE
SCALE I-=50' MICPOFILM-STATE.O%CALIFORNIA-DEPARTMENT 01`WOLIC WORKS-MICROFILM SCALE /'=SO' SCALE I"=20 ! ` MICROFILM-Sl'ATE OF CALIFORNIA-OEPARTIABNT OF•PYBLIC WORKS-MICROFILTA SCALE 20'
-
I"=
O � 100 � . 200 � 300 � 400 .w 500 600 700 0 .. 50 100 so- . 200 ��
I SO 50 IO 20 30 40 S0. TO 80 SO IO 20 30 40 60 TO 80 90 16' '0. 30 c0 SO i0 SO SO _
SCALE I^F IO' 0, i'=IW FJICROFIUA-STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE /'=IO' 4r i'=100' SCALE 1'- 40' MICROFILA+--STATE OF'CAI'MRNIA-DEPARTMEfR OF PUBLIC WOR KS,MICP.OFILM r
SCALE I"-40'
0 10 20. 30 eo 50 60 70 60 S0 100 IO 20 30 - 40 150 O 10 . So Bo 100 20 a0 OO &O 200 20 4p 300 to 4o b0 1 >30• -00 zo no bG eD 500 zo 40 50' eD 600
I 1 '
CALIF.
14'-o vm sed s e—
Fahrra x;19,1919—Ste_
SEC LION D D — —�• � _
rwc
/001%rent � � h / rA _•- Tt I ..
/ I I a:
lch—
/ ffs/oha/t Lolex / -7 74,
i
o A ��/ � i� I1/ / / ,•� _�� �-:� talo/2 / I I
/ - /Dole:End-t of erected '
/ "' unf/s def,•ire Irvo , / Expnn:,iO,r 1 'fi!!er Lel�'r✓'
,orrr•c///�/ /inns. -- ro ;.
SEALED EXPANSION JO/NT
/ / BETA./L L-/
n1' 9;'reside flee
CAST-/N-DRILLED HOLE /
_ / 'r.�l e/G'outside lace
�� :� / (/arcs /=0" lo/f.L
Co
CONCRETE-- -PILE--- / De--�
fo be p/oced in oky ho% lefolG
S66°30`02"E �i Eroonsiolr.✓f. !i//er W/NGWALL ELEVATION
Abul.1.GO.L. [ior/os / / / '' I ✓ Dowels 17,17`shown
_52a./75,46.24 :937'
14bul L.01.
_
2'0•- \ / Slo./75,90.21"<l,, - 7lfofe.' Pinride /u//62oring
lb� / or m7!!s by opc/ying o
.4^pa /h/n/c/i'3r of grow! us _ �-'` r8�9 ins/da lace y
to/o/3 17e0es50r/l :z
No/e: Ei)dno�i/o 63 9" *4r30'¢a/2
L� 1
°i°P p/aced-oiler "d E•/2
'% 1 cool/nuous behind u
'r9 Ic/o/2
4 0 drains ol15'
'^ U� /n7in 0`/0 emq O _ rt.
¢ hewnel boflom. I/otu/S
S/opo �",oer /oaf- / O1 fi, r
4 o/8 cols%de,on?
v I V SECT/ON B-B .-
I
PLAN �rv�� 2 I ,.
3 ¢ Iola./6 /=0"
Q- 0� °^ / /O" �10�\
Ag
v o A ;g'o„fo%/z *8 l0%/6 j I i� SECT/ON C=C
J ."
.� O i�z ) a¢p/B - T _ - _— E/ee/1870 Tyco/
13 z C � -Nor>'b edge o/'deck
M V�C Hole-Seal ol-ound
u/fi// /o be o/ I p 16"' .5,-
=0"
"/////, 0••
sulllcmnl
to K/1/hslond earth
I v /in e l
O O O pressure. 4 o ino j/� ho"f Noler Orrinrerlico/
BRIDGEQ(�Q Q Cso f 4rq i{- COr r/ �fPint T, OflOte bear%rJq DE7ARrrS DEPARENTOFPOI
DESBuCW(AUCS
Loco/ion and size o/ yo: ",/ 661 7A h seat of ufi/.fy ooelrings. SECT/ON A-A DESIGN SECTION III
DIVISION OF HIGHWAYS
of///ly cloenilrgs mle be
lnodif/ed os oi�ee%d �<"_/%0 S"
bf' /hs Engineer _ n fir— DP GN a��.�r�ho,.�,�„ /_;, DEER CREEK BRIDGE
_. /1 aciwll..f a✓f�P/CnGr dsOl. �".?/
PART ELEVATION ABUT. 1 Abu;,'z Simi/ai ABUTMENT DETAILS
(/ GUANrmcs a /
"-
/'o, —G o/?/cc/ / sz SCALE AsNoie(l BRIDGE 54-646 FILE DRAWING C-546-!6-3
J�'Diu°ywd pfna b°ainp W,GFI nvui°n 4'Oros -). PREl1MINMY DIGWIN6 Nw RGVIEION DATE
P- 54-646-.7 ,9
1 . -
" I HEREBY CERTIFY THAT TRIS IS A TRUE AND ACCURATE COPY OF THE ABOVE UOCUI`Ir"NT TAKEN
UNDER MY DIRECTION AND CONTROL 0` S DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO
AUTHORIZATION BY THE DIRECTOR 0 PUBLIC WORKS.
;DATE /7- /b`-7/ SIGNATURE r`. r'' �.r• TITLE_
.c,....;� .�_� .-. _- -__,. ..fir, .. .-' .•.rc-�T.
- SCALE 1"%50' - - -MICROFILM-STATE OF LIFORNIA-DEPARTMENT Or PUBLIC WORKS MICROFILM $GALE• 1"=50' - SCALE X1'-20' - MICROFILM-STATE Of CALIFORNIA-OEPARTNBNT Of PUBLIC WORKS-•MICROFILTL '
0 loo 200 300 400 600 O - 100. • SCALE I"=20
so M 50 �D 50- 30Q -
.so soo � Too sp Z00
•, , { 80 90 10 20 30 40 60- 70 •BO` 90 IS' 20, 30 40 60 TO BO 00 -
I I 60 I ( I o zo so ao Go. so
I I - I
SCALE I"_IO a, 1-100 MICROFILM STATE OF GA Jt ORNIA DEPARTMENT v,,vBllt WORKS-MICROFILM SCALE I"=10 o, ."=100' $CALE 1"=40' ,MICROFILM i'STATE OF'CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM F
e 300 / SCAL.. 1"=ap'- .600
0 Io zo. ao ao 50 so To eo ' 90 100 10 zo: 30 - ao t50 O 1� ,
I 20 a0"
-1
0 80 zo 40 -1
0 80 `� zo 40 GO o z0 a0 GO SO- 400 zo 40 60 BO 500 zo 40 GO' 60
" srAre
n 7 1 CAuF. ,
-� 24
IF 0 0 04'O/✓ern Groo1_d A.C. 8=O' 4Line
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F J I ,
1
- nV I_ %%lelO/ .Beam
OO O O OO 30 O0
OO OO OU O OBJ O O >ai/6y
-JrJi1 ffa`
\Bo//- furnisnedbvUfi/!f`Co. to be cost I. - TVP/C'AL SECT/ON See.Oeiai/ A"
L in ✓ii>s of /0=0"ctr's. 3/
'
"�j a=6
1 I /Fi//o/�egin�i Oc/v✓eer
c_6TT
f
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� Centroid o!lransyei-se post-fens/on force //s /Ivoroga
- SECT/ON A=A' T
lronsverse poKl-tens/or, offer/osos: /'_2"/Y.o .,__�_.
510919.7, 45 Tr01,71 Wid1n. 50'
all 9z v
S.Yew-25"f %� C J
- - -- - - ------------------- // -- -- -- - -- - -- cus/ in 190th bl r`i• I i i-------- - - - ! end o/ 0,7//
A
I / - - ---- -- -- ---------- --------- ---------- -------------- "
DETAIL A
4 Q:T ' ! g6`6_ --- m /2 nbx ! B�6 r.✓//
PLAN OF PRECAST UNIT �I d -,3-0 iict, cos/
G� S'2."_ /=0 ✓'' ,_.I iii uoii
7-7
tj
o � SEC TION B-BCL
p
ZB
C
----- --- -------=-------------------_---.-�—�l,�----------
----------=-------------------------_--_-
B I Pb ePCInV0se'd and
9,-0.110d 0.1/eda JfIOr//orcin,/
✓nils
----=------ —— -------- DETAIL OF UN/T'A`
END DOWELS 4.
Y PRESTRESSING NOTES .
--PLAN OF PRECAST UNIT fB` WORKING FORCE (THE FORCE REMAINING AFTER ALL LOSSES, INCLUDING THOSE ,
O � Z Regd. ...�2'=/=O` 4-�2 "4w L09 T 2�0'COn! STTEEELOHAVEE OCCURRED)P AND I NKPfE LBS/C RDERE OF COW.CRETAND CREEP OF } `
_Z" f. UNIT A Pf. UNIT R 1.
rroshers -
v/ilei �voshc r "3" .452000 490 000 ',;:
' tGB 2 0" B/ock .
aides of erferior.ui ifs !o be //ush. Cos!'n UW/ �" 4B9 000 332 Oo0
Q w 5' 5-1d 000 ,583 000
TOgS[�er5[' dost-lonjioning enC/O;.UreS Of J�O cl,"a a, / CONCRETE: F� 3500 P.S.I.f128 DAYS
1 8' 'Post erlo=0'clrs C = v
to be /if/ed aiifh 9rouf oro'!i/ished. Coof. 8"B"
U t r` T i mheel. cord a CLEARANCES FOR POST-TENSIONING UNITS: r
" "-fly Unit 4" T ico/ 9
! x/-6'&rvh,bol/ wllh
1. HORIZONTAL CLEARANCE BETWEEN UNITS=2 1/2' MIH,
b I 2" h0^'�`-✓r_Q•Clrs. /'/� nUl Ond 0.3'R ✓B" 2. UNITS MAY BE BUNDLED VERTICALLY IN GROUPS OF 3 MAX.
fL?ivnsher of
ti - 3. VERTICAL CLEARANCE BETWEEN BUNDLED UNITS = 3" MIN.
2 0 eoC/J end,
i \ Mio'spon De// due;o A.C. surfociny o 0,0/'
% BRIDGE DEPARTMENT STATE OF CALIFORNIA
DESIGN SECTION S DFPARTNENTOFPUBLIC WORKs
I O ', I 1 \ ,(1 nn DMSION OF HIGHWAYS
� 1 I � I salon .Cr/.�f✓ /l//
S4ParvWr /_[t�
/o' DEER CREEK BRIDGE
/1/01,,9.'1we1o1lloihi2q for
I TEMPORARY PA/L rf�Oi�%79/O be °craw p ,
4�i a t .I 4O3ra ! 4'O/" Tem ro lie ;?
PART SECT/ON O— F DECk y /�_ /.d _ _�rn%shed b/ the stole. f PRECAST PRESTRESSED DECK UNITS
OUANTT6B A /
SCALEAsNofed BRIDGE 54-646 FILE DRAWING
. �. ...`....., ___...._.....-._-_- - FR4IYIMABY DRARIN4 Ya 11R•IBION UATBB
___. 55 i Dnr4Bord pinh t"4IInB 4Pdwr nmbn icfet —>. P
y
-_.:.- _,_.54646 _4
I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF TA.:ABOVE�DOCUMEN'T'AKER
UNDER MY DIRECTION AND CONTROL O�TAT S DATE IN SALRAHENTO, CALIFORNIA PURSUANT TO
AUTHORIZATION BY THE DIRECTOR 0�"PIIB'IC W/ORKS.
DATE 11-/5-7/ SIGNATURS !`!-�i. I.'�-TTITLE :
1 �
e'__. .' MI d M_...T _ _.__,. - .r .- ..,.-- ,. _ �: ...._ -. _ �-•-.i}moi. _ .,
SCALA I 50 CRC L STA E OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS-MICROFILM - _SCALE 1c.50 SCALE I°-20 MICROFILM-STATE OF CALIP)Rfl1A-DEPARTNBNT OF PUBLIC WORK$-.Y.ICROFR.L '
0 100 2010 300 400 Soo 600 '700 0 5o 100 50 200 CAGE 1.20 30Q r
! I 1 I I.. I I I I I I ) I 50 50 0l0 20 30 40 Go. To So So K) 20 30 4o Go 70 Bo` so Ifi zo, 30 ao $ 60 '0 EO BP
.., ,.I• I I I I �,;....I . I ; . I i I I I I .
SCALE 1 a 10 0/ I:100 MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORK5-M.ICROFILM SCALE t=17 or I 100' SCALE I"_ 4d MICROFILM-STATE OF'CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM `
SCALE 1°°0 66`0
0 10 20. 30 ao 50- 60 70 SO 40 '� 10 20; 30 - 40 150 0 100 200 300 ' - 400 500
20 40 60 GO 20 40 60 90 20 40 60 20 40 60 Zb' 20 a0 Go SO 20 4O GO' SO
I I I I I I I I I I I I I I I I I I I I I I I 1 I I I ! I I I I I I I I
,x•.9-Sd Limit of payment Limit of payment ;' "" , °••'-I
///I SBd- �- 5 6
✓ofes,EndPe,�,
/, 9.7 1 6'3" Post spacing
d d'mensions. e � ► • •••
5-/4t7"59 Approx. jE Post bolt hole o•• ..-Eebty_/9,1962
Aided plate Notes:
hon n•w,,wh
!2 i„ At rail splice nearest expansion joint in bridge deck,slot holes in movable
a5;
x/4 splice bolts 2 section of roil to o//ow same amount of move,nenl osis provided/n bridge
8 per joint. 2"' 4." 4," 1 2"' deck. Place i6 asbestos sheet packing between roil elements. Adjust bolts {
Lop in direction, to provide sliding fit and set threads. i
PLAN of traffic ! � Post bolt s/ot „
Terming! section/upped ' I Use 3-6 posts whenever possible. All anchor rods to hove hex.nuts.
on troffic face __�_== Provide lock washers for top anchor rods.Weld 2,x4 z4 p/ofes on W'pos fs
when using/.-F anchor rods. Contractor to provide meta/shims to align
g
I I I' I ,1 _ - posts. Space posts to clear expansion joints by/'-G"min.to £post. Posts
i �� - _ - and anchors fo be galvanized offer fabrication. Railings on retaining
°
— 1 x 22 walls to be placed offer walls are back f!//ed. Bend rods if necessary to
C- ' ' �J - - - slot maintain minimum clearance on supere/evated s/obs.
_ o
/ 32x/8
6Nf')5,5 " See Special Provision for rail element.
slotted holes
I� \
Mao
- ;
r asbestos sheet packing
AL TE NAT/VE END DETA/L
of expansion joints only
i{ CROSS SECT/ON EL EVAT/ON
NOTE: Place endost on shoulder
I it I j if structure does not accommodate RA/L SPL/CE
I 12'-6"unit length.
12"Round hole. I
Set post in I I II
position and it I /• B 6'-3" 6'3" A//ow 3 Face to face of rail
fill with P,C,C. L I 4 I nT , A//ow 32 Face >o face of roil 2 I�_u I ,L------J ` 5" 'EL EVAT/ON 5�' / �PP bo/f(/onlyiEND POST ON SHOULDER , - o TA N y 64f�75.5 ti3'mina � O P -x/- �t. ] o co 'N 3 � ;, r•
z ,.
.1 /xl�6 rods,(Tof,2)
fc Washer 5 0 I S E J 3,7
k,
6i" c a o a
- Q • .APPLY O "� _ 2 �x -� er
Vi
°�-�'
o
fP sh r ci o Q• was er
3,T 2"xTAt/-cl .
g > >; 4 3 M E washe /
L ( x/=0 rods, �_ rr}F:a_'.. :v 3
d T ETAIL (Tot.2) �"�—" �+ +.
3 min. „
I s A `"�r SECT/ON B=B Align- n washer 2`x4 \ 3/;x 1 t O roos,(Tot.2)kv,rh PrNcos!
tack weld to rod. `Unit °3"
SEC TION RA/ P S UR D SECT/ONS P $ B POST fCIR TH/CK SLABS 3/'Xo=9';'ods,'rot 2)lvifh Precast
4 aim _ '�'
/ �
,RA/L POST ON WALL
wi /f,00ssible
h BRIDGE DEPARTMENT STATE OF CALIFORNIA
use a W/ d/ en bn 7" lO„ Otherwise m®-- DEPARTMENT OF PUBLIC WORKS
v; •� ,• DESIGN SECTION 6/59 4A.1.10-I(C)
o s / c e ion A wi!/
Pp �ij�✓ 2.G DIVISION OF HIGHWAYS
be re e s - o r0 Yn '2" 15
wide curbs. °° °eMprt - -
AS BUILT FLAGS "
/f si e o ou h `�``°eVD"°`
I € structure. 63_A4t//3c/ DEER CREEK BRIDGE
o I = Contract Na v — ✓e ,� Cbz T���_�,.�, ,
D Y
redDate Compie
,
. -,y,• , �
SCLE METAL
ETAL RcBEAM BRIDGE
RAILING
XAie,2 xF5E -9,os:oweNOAM20� 6Documenfi 54-646
aF.
i - PREL.DRAWING No.P$¢646-$ I I I I SCJ
6ry1
I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE APO'.DOCUMENT'Z EN
+UtiDER HY DIRECTI09 AXE CONTROLDATE IIi SACRAKENTO, CALIFORNIA PURSUANT TO
(AUTHORIZATION BY THE DIRECTOR 0'PUBLIC WORKS.,--
' - DATE /2-/h-%/ SLGNATURE- /%.r.i, t, (/ f TITLE
SCALE I•=50' MICROFILM-STATE'OF allFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM. SCALE 1"-50 SCALE V'=20 MICROFILM-STATE 01 CALIFORNIA-DEPARTMENT OF PUELIC WORKS-MICROFILM < SCALE '20 `
0 200 400 600 0 50 100. 50_ 200 50 300-
100 I 300 4C 10 I `� SO I `1 '10 I IO 20 30 40 60. TiO 80 90 KI 20 30 40 60 20 BO SO I$ 2C 30 40 60 TO 60 90 "
I I I I I I I- I , I. I I I • I I . . I I 1 1 1 I I 1 I' I i
SCALE 1"'10• W I":100 IICROFLM-STATE OF VLIFORNIA•CEPARTMEN•yr✓UEUC WORKS-MICROFILM SCALE I"=10 0+ Ca-00' SCALE I'- 40 NCROFi4•A•S�ATL O.CALIFO�+N3 0_PAR.MCN7 OF PU6LIC t40RN5 MICF.OFRM SCALE I=a0
50 100 150 0 100 200 300 a00 500 600
10 20. 30 40 60 70 EO S0 N 20 30 a0 20 40 60 60 20 40 GO 8O 20 a0 60 0 20 40 60 I 80• 20 40 UO 6C 20 4o W 60
1 1 1 1 1 1 1 I I I I I I I I I I I 1 I I I I I I I I ( I I I I I I I I I ( I I I I 1 1 1 i I I I I I I 1 l i