HomeMy WebLinkAbout176 DIST. COUNTY ROUTE POST MILES—TOTAL PROJECT SN99T I TOTAL
No. aN[[T9
El. 1470. 19 E1. 1479 . 93
08 5 3d /5 D 7.2 J.S il.6 ,0 200 205
Stat 23G t 75. 00 Sta 240 +75. 00
1 � BRIDGE ENGINEER REilfTE11ED CIVIL[Ni1NE[R NOiR[R T C3
4. 7
2 � 400 ,
OO , V0 + O • 1,5
142 5 T /5 to SMANT STATE HIGHWAY ENGINEER 1� REGISTEREDCIVIL[MINCER NUiREd R -, ,
OAT[At'IR�►m A N Q A R� I /
PPOFIL. E" GRADE
No Scale
4,4114�3o S,oec. Tip C/ Est Ta 5l Av9- S 4� j2u
Abut. l /450.0 1450. 0 4 9 s �. �. _ E. 1.::S . -
AbLit 2 !450.6 1450.0 49 8
- - _ Cherry A ve
App rox . existing ground line
abut 1 Abut 2
Dafur» E1. 14(00. 0 /"')
238 239 Prol'r'le Grade
T1 O
�rg M Concrete
e8airierBarrier
2
4tli
�
Scale IO Type 25 TyPe 26 w fob
la
r
hard ro li ny
o ••
C1 P Prestressed Concrete Slab.
Ton o f' Slope
Top of Slope
TYPICAL ISECTIOM
� MG52 see S Cale . l l0 '
0Roo& P/003"
SKew4 2923 '37"
+ I ��
Z '58 + Co. t 00C t Char Ove. \ \. 2� + -
o E I . 14-7-7. 80
_
455 + 9 8.12 POT N G ChannelxPIAOXT» cMrA1"1:TISS
I �
Ch erry AVe
�� 51� STEEL PILING (AP 10x57) 250 t&
DRIVE STEEL PILE (HP 10x57) 12 EA ',
PRESTRESSING CAST-IN-PLACE C't3]QCRETE LUMP SUM
O
238 � l \ TUBULAR HANDRAILING 78 LF
CONCRECONCR TE BARRIER (TYPE 25A)E BARRIER (TYPE 25) 52 LF
\ 26 LF
- - _ CM44e. 14 8. 8.
E 1. 14?G. GO) 0 -T� 5u m M i FIRAL PAY
7!
ZV \
�•
O EXCAVA'iTON (BRIDGE) 170 df
STRUCTURE BACKFILL (BRIDGE) 55 CT
\ STRUCTURAL CONCRETE, BRIDGE 285 CY
\ BAR REINFORCING STEEL (BRIDGE) 25,000 LB
\ MISCELLANEOUS METAL (BRIDGE) 50 LB
(D
I. LT
• N M aG/2 See � w a �
AS BLn
�2oc1d Plor�s" .� o - CORRECTIONS BY-w. Cumt�
o t D
To of slope e o To p o s I o e -, _ CONTRACT NO.
10 P z f P i I) _
_ 7C
_..
DATE: 9-7 lo- 4--
Ar
C U�2 VE DATA
0 BRIDGE DEPARTMENT
¢- � - - DES S E C T I • • � STATE OF CALIFORNIA
R = 10001 DEPARTMENT OF TRANSPORTATION ,
O =
26° oz • 29 ..
Section Supervisor_
IDLAI�I -
T 231. 2 .� Project Engineer
L = 454 . 51 ' Q Pcdr?f Bridge AJumber .540- 2year co n s f.
24 y Seale : ! " = l0 ' DESIGN By ._. � /f HAWKER-CRAWFORD CHANNEL BRIDGE
2 Paint " Hawker - Crawford Chonnel gre
id " DETAILS 10R G 3!, �
Al 235, 498. 989
61
O g
LAYOUT
15
8 2, Co 079 . 01 8
IIQUANTITIES By CLxYed
FOR GENERAL NOTES SEE DCOCk Con+nui'S SPECIFICATIONS By �_ /- �s ComMB GENERAL PLAN
.0e& �� 1_>S
-I/'` BRIDGE POST DRAWING SHEET
Q —
Approval Recommended by-`t----- Jr } s �rrM•• td
Civil Ew.Lkwo 11...!��'Z+?'.. NO. 54C " 224 MILE R 8. 9 NO.
LIVE LOADING HS20-44 AND ALTERNATIVE (Q I
tk
WO 17201VISION DATES (PRELIMINARY STAGE ONLY)
. CU Dlsregcrd prints bearing earlier revision dates � 1
la-
J
c C,- ) �t.. I Q
f I - -
1 3 _
r
E _ � s 8 i
acs-. .
Iz; .. S''�- luat,E,� .-- - ` - - - � ,Lim � �I 1�Jr�c rrJr� _ � .f£�, ern. 'p u.cl+c _.-- . . _ - - - � -- - - - - -•-- - - - - - - rr _.,f f- - _ -�- -�J - - _-- - _ .----- - - - - __ -
7 3 �' y Aja
DIST. COUNTY ROUTE POST MILES—TOTAL PROJEgr 6NE[T Tore
No. Ern
06 56c1 15 3 0 _112/957
O V49 lG SECTION fuP REGISTER IL ENGINEER NO. '
O �� G f
DATE APPROfLO s A N la A R Y Z7. 91
,
Edge. of' eck �� ;
N
147 N N R N
1478
k
14 :
I
► N
Avc�
R- 10CDd
_ s'in�MAlti3 SNS �fiED "Mint t!"I
Gf. i g 4 {•
—`
�II�3'i
(�j 1 PAYMENT i
1 . rRIDGE DETA ftS R�$ >� lt��T '� �. • �' , . '
- —3 _.wFDGE DETA FLS (SPALLS)
*7—S ! ° ' .27RA IN DETAILS, TYPES Q, 4 9 A
;CAST—IEN-PLACE PRESTRLSSED '63ERDER M
- !-' 1111-51 TUBULAR HAND RAILING
811-+53 CONCRETE BARRIER TYPE 25 • ` .'
_ 911-54 BARRIER RAILING TYPE 26 -
,< ' For revisions to Detail 88-5 see 'sheet 205A �
1476 x 1477 Ed p'� deck N 1478 N of these plans F
9
2
_
t
s
z
WITts
.10
>bECK CONTOURS • LA JJ5
3 ., ,'. FOUNDATION PLAN
fi.
' ~` ABUTMENT DETA ILS '
1V G7Ci :4` a� SLAB DETAILS
❑ r1 d l Ct�t � : ' .�""� CC?� CS # , LOG OF TEST bm 's *i
x = tQ 1 r-'f'(5r c115AS BUILT
Cc)n+crurs dc) r►c��- �cfucdc COmher. CORREMONS BY&-L Cvi+rr Fws
CONTRACT NO.-
176
DATE 9 '/�' �� I�°" `�- 76 �Darriar �Zoil�nI Type 2�
JJ
.� C/ 1171brD Of r fB = -Lcc
Xr
CfC�
J tf '�ra!2-P :.. Ftp..,, • t.:
OW/ow foo
• i
IN NOTLU i
0 t,?E GOW. A.A.S.R.O. dated 1973 with revisirrfr�lltM titleEmmons rptemented f.
��eS. 1ETE: fc = I�psi M 28 days: fci a JSOO by BRIDGE PLANNING AND DESIGN MANUAL.
cut 4 3, Cattlnt8'ER: To be cast paniftile with co,bsr at cs,"tw"nt,� �- � � ���� ��# ��� s � I Revised Apri I 1197.5 fbi(-Addendum No.above Prof i le Grade.
'a #b'RKM FORCE: The total farce, lb REIIVFIIAOED COt�fG'i1=TE: i r 21,000 pet,
t,Ar bridge at t�sntefihte srpR rsrrrainftl¢
u, . a
after losses including those due b creep and shrinks
0e of = 20,000 PSI in trarrs�ia�'y stabs
/l► concrete and creep of steel have occurred shall be as shown befbrR,` `_ , °_ - and stirrups
"XII BRIDGE DEPARTMENT
�pjtfC Minimum X � Inches, P = kips ;.i STATE OF CALIFORNIA
mlmr ,fx„ to f = �000 k E Y _. -t:3b j�si, apt DESIGN SECTION t
Of faolin it 10 Maxi chee Pf kl _ DEPARTMENT OF TRANSPORTATT01
.� �fi �'; { '�t> _ I x t,?00 psi M transmit tfetlt stabs I
. ` . Project
Engineer
s w
Rye
a . • . F _
a • # { '3 #. ? DESIGN 4VGs� f 13 HAWKER
C \ R� ORD N 1 V BRIDGE
• .
_ - W R C WF CHANNEL
(rte
ca>b kW
DETAIRA
PIU A4010?
n .
4 •
DECK CONTOURS - INDEX TO PLAINS
.,
54 e � &S
.- QUANTITiEB 4 SHEET OF
BRIDGE _ POST DRAWING
- �� � NO. MttLE Nt9 -
INEMMON
YYQ RE ISION DATES (PRELIMINARY STAGE ONLY)
CU Y41%AJ
Dbregord prints hearing eOlttef revision dates
EST.7.7..4"7*-"*hT0"M C7 ,
asf 1 ca I.-ete I RA%
ODe O6 sBd 3/
h �'! of zas
17
.I
i
PLAN AT ABUTMENT -E'ND ELEVATION AT ABUTMENT
#6 &6
RV
{
i
J-4.1 -41 i 1
\ i
dN
ILI -- Al
-T
1 %
END ELEVATION AT A BuTMtN r
Rem&rmment shown on
this sheet Is /n lieu of69
total 3 shown or! Stcl. p/an
Rearlhg 5 ea f For 2 7
PreSti'cssed Anchorage �4f Ravision to Ar/c/jor B/ocl(S
. ' • t/icforia Sf 5�965
WCO. NO. 1,14 211 j� (o �
/ 256 + /, /3 8 C T- Cherry Ave. N 235, 500.225 E2,lJrS; 079. DIy DIST. COUNTY ROUTE POST MILES—TOTAL PROD SHUT TOTAL
238 f 762/ POC Cherry Ave N 235, 7/3. 615 OB SBd l5 3d 7• .5 I•� .0 ZOZ 205 ,
z
4,9,9 + 98,/2 PO T C Hawker-Crawford E2,15-5/02. 322 ��}
3 24/t/5. 64 E C Ch e rYy Ave N23-51,959. //9 E211551 181. 0 8 5 RESIGN SECTION SUS R REGISTERED CIVIL ENGINEER NO.I Z.4�Q
DATE A•••O
L A m u p ay 27 1915 i
�p
/4870+
ti
80
/49/.3+
/sr
/494
killO
/468.3
I
,A
O ...
4
9p
y4rd o'd 1473.4-�-•
8p
_jWw L OL WWL9
4708 +
172 5 _
1p. t
\\ + j
RY AVE
CHER \
238 � \ O \
238 + S0.5
237 00
L
°o ° o
N \ +t4Y&6 „
+ 1470.5 Z
0 O
moo` o
0
All - `�'
V ane ya �'� O _,o k
� �s � 1/iheyoro,
R o add
Dirt
No A5 50//-7- CHR"GES
BENCH ASBUILT
E H MARKS
C
COIZRECTIONS By G.J. CUMMENS
BM # 24 - A 72 E/ey /469.20 CONTRACT NO,. /72614
Bross disk in colic. bur. /O, 35' /t, 237+ 60
Cherry Ave DATE
BM 24 - B - 72 Elev /473.95
Bross disk in cont bur 101" .34 ' rt. 239 t 95 CURVE DATA BRIDGE DEPARTMENT RN IA
T- Cherry Ave R= /000 "
DESIGN SECTION STATE Of CALIFORNIA
6 � TRANSPORTATION
l=zo' a = 2c' 02' 2 q'' EPAUMENT OF- TRANSPO
SCALE ----- --- - --------------------- -------------- '
NOTES T= 2.3/.25 *proll"l �
LEVEL DATUM------- - - - -------- ,
---------------
+ ,Denotes spot ele vo tion L= 4 54, 51 DESIGN c f 73 HAW KER- CRAWFORD 'C�HA N NEL ` -BRI DGE `-
FOR ALINEMENT TIES SEE__ _ p
coNTouas As of 2— 9_ 7.3 r, N 235, 4 98.989 _-- Clodmi
-
06/
UTIUTIES AS OF — -- Mir
S=
N�` cETwns >~
E' 2/56 07,9.0/8 a>. F
_ r� OUNDATION PLAN
SITE PLAN DISTRIR DATA +_. _ ,
DRAWN dY� QUANTITIES lr w-w��/l..
BRIDGE POST WO sNEFr oR
C.H G 6Y N R.MQr/scst/ DATE 2 "°' NO. 5-4 = P MILE 8'`9 CU &=
3
RVISION DATES (PRELIMINARY STAGE ONLY)
Dbmvmd pffrft bearing eI nviion data
YT.TM."M-.a 0-/O 0900 os►
4.
L�-_.
i'
cJ-
DIST. COUNTY ROUTE POST MILES-TOTAL PROD SNE[T TOTAL
06 Std t '3 1.Z .5 r �° 3� 203 20
L IG ECTION SQp ISO. REGISTERED IVIL ENGINEER NO. Zgp
X "/
own KRovEo
Rai 1 i n 9 riot s1-,C->w n -
P - ,
Win9walI Layout-
Linc R= ioe5:75 \ ,L�bu+mer�+
Approx. Fir1.
\ N s Gr. aic�r�9 Cdc�� c�� deck t3 or 13 _�, c=�.
@ G places ,vara !/o/ �b
\ ( Cr rs,; c and s,r�et�
\ Co +n+,000,
3.
G � @12
O
• ( I
N / A "T -
\ I
� � �-\ L L. EEL G \ 1 C7 N so ► _ .�
Chorry Ave. _ —
u
R= I ocxO _
\ c9
E38+ 50. 5O Abu+. ! Co
23 9 t t N Dick n_ ours "shcf
Q2. e 2 Abu+. 2 \
A t U "'FM E f%,4 ► SEC "I 1
A
z7�6
�;?` e -�
X
R .972.0 It
� tc�'�; 4
Abu+, 1 12'- Cy y� 5` . *4, @ l8 -++ 4
bu
@ t. -
X o
2 ! X
�
4 n
N
`F u�l'm �
�. .�bu+'m�r�'�' y p i c a l �Q b cry+ rc,r� .
I indicates vertical pile
P
JZ:D /A
Mrigwal l rein
5@t2 See Cancrefe barrier
'-a@,t� _ q." ( Type Z5 A for teinf. (011.5
t A bu+mcn4
No T4s 3v1L-r C ANG E s
*J uncfl� o . . Abutt - �ur-b t7ow� �s
o R -F.
AS + ,j r w10 bur)cfk! fot ' Abu+ ZI BUILT
C 44 tc�t. Z Wing wall can e'
" _ "
V() La youf Line CORRECTIONS BYE,J, Culy7mlENs Sco I e . /2 1 Q
1*4 {cit: 2 @ .but. 1 *'4 U e i� 60-1 CONTRACT NO. /700/ 4
.4- tot. 7L.06
bu
,Loll 15 DATE 4'- 76
No+ c = DIDGE E S IEG NENT SECTION6 STATE Of CALIFORNIA
12eIr�f: shocur� is « addi :car-� 4�, S E C T I O KJ B - 5 DEPARTMENT OF TRANSPORTATION
standar-d reinf. in curb and _ � -
wingwczt I except as nc�feCt. DESIGN >a,. x c 73 HAW ICER ---CRAWFORD CHANNEL BRIDGE
S E- C T tJ I� _. �. DErAtLs >~ L s" /3
ABUTMENT DETAILS
ouANTTnea >~ �-- �'
� NO.
SHEofBRIDGPOST DRAWING
(yt r71� NO. LMLE V. ( V �Q�V E
WO REVISION DATES (PRELIMINARY STAGE ONLY)
CU Disregard prints bearing earlier revision dates --�
dT.7f7=. , -BOO 9-70 p
i
I �
f
DIST. COUNTY ROUTE POST MILES—TOTAL PROJECT SHEET TOTAL
No. sr
Siad 12 3 0 7 Z 9.5 .o 04A 20 51
CheriAve.
(:I N ECTION �► VIS R REGISTEREV CIVIL ENGINEER NO.'
_ - DATE AKIt��* j A1A Lj A[1T 2■�.��
2 3' 9"
-
26 Q"
(Jrnf; l � Grads
Concrc+a borrior
I y Pei 2 t5orrferr Railing
v � �c� 2 G
4 j e 16
+ I
»
L_!5 @ 1 8
G" _a `N
N
i IDI CA L S F_ C71CDN
j Scala: �wws V-04
i
It
1
�} Ca61e po+l-, is a parabolic cur'VC
G ; _t Abufmanf I b�-wcar- �c�ir-1 g Shcowri �bv�-mcr��- 2 2
{ m
+, � Span _G m
�1
t
4 *4 bar choirs 0 3-nN �
+rongversaly 0Inr� lfudi►-pail
-
9 y X
4 bar 3» _
3N_
4. s fear) SOL ! pci n %4. S Pct f�c:>++om stab +rains _
--- t
*GO 14 G S 7 *G @ 14 rcirnf. (plata,, parol l�I
R CHAI R D E i A I +Q 0. Abu+rnen+
Sca f I I- C�
LOKIGI -TUDI1�1AL S 10
- Scala : �4. � 1 -0
G
G d
0 Ci G Gamper Lines
No qs c /-IRNc7 E s
C (Jro�i IC Lima A
_ BUILT
� � N 1'G
CONECTio t(J +
N S BY G•J, COMM EN S
Q
CONTRACT No. / 7 o o l 4
Q DATE.
BRIDGE DEPARTMENT
DESIGN SECTION
STATE OF CALIFORNIA
C A S 13 E R 1D j A G R A M DEPARTIVI RTATION
DEPARTMENTOF . ANSPO
�F TR
I�Ic� Sca ! E
i DESIGN a I,, t �,3 HAWKER —CRAWFORD CHANNEL BRIDGE
j � a7xir7e
i DETAILS 1p
ChodA
. f SLAB DETAI LS
QUANTITIES BY
BRIDGE 5 �1 .�,_ 2 2� POST R a. pR DRAWTNG L SWEET OF
a>�� �� NO. i+ MILE s1 NO.
Wo EVISION DATES (PRELIMINARY STAGE ONLY)
CU Disregard prints bearing earlfer rowision dates --,1
OT.7777.4017-700 0-70"m O7►
•
r r4
i
f`.
m
Group TMalo' Group LEGEND OF BORING OPERATIONS
Ma101 o1Vi310n5 Typical Names Typical Names
O Symbols Orvi3rGn5 symbols CONSISTENCY CLASSIFICATION LEGEND OF EARTH MATERIALS c
_ well-graded gravels,gravel-sand Inorganic silts and very find sands, c _O
o .�
r v GW mixtures.little or no lines a ML rock flour.silty a clayey fine sands. FOR SOILS p B'NO. C B-No. u S-No.
o " or clayey silts with slight plasticity MS To Top Hole EI. TO We EI. O
w Z GRAVEL 12 SILTY CLAY or D Hole EI. D
in
Cb
' GP Poorly graded gravels.gravel a , Inorganic clays of low to medium CLAYEY SILT I Groundwater 2.5
_ According to the Standard Penetration Test Blows per foot CofHnq driven— �: No count records G.W.S. Elev.
" sand mixtwes.little or no Imes �, � CL plasticity.gravelly clays.sandyl 6''' Slxfoce ;o.• Description of material
ASTM Designation D 1586-67 � PEAT and/or (Using_Ib r Pushed 2 Date measured
trays.silty clays, lean clays %� SAND '.. G. S Elev. Size of sampler (in) Unit weight(Ib/Eu ft)
.,n ^ Silty gravels.gravel-sand-silt y H Penetration ORGANIC MATTER hand hemmer • D a:.. o Driving rote in Graphic representation
cM Organic silts and organic•rlty clays r Date measured Penefrotion Index /o moisture per of drivin rate
mixtures = e Granular Cohesive with o 12"free seconds foot
" S 1 " r o of low plasticity :%, ✓'
oL Index
SILT FILL MATERIAL fall) (ham a 140 Ib. Consolldotion test (Using o No.2 q
(Blows/ Ft. Description of hammer with a'
14 c McKiernon-Terry
- material G.W.S. Elev.
0 u 3 S GG clayey gravels.gravel ; n Inorganic silts.micaceous or 0-5 Very loose Very soft ® CLAY IGNEOUS ROCK Pulled pipe 60 30"drop,Or as noted air hummer at
o mulme3 ' c MM diatomaceous fine sandy a silty (S) Unconfined compressive Date measured 115 Psi,Or as
noted)
a " N s soils.elastic silts 5-IU Loose Soft Sample token strength(T/sq ft Conformobk motenal change I 180
SANDY CLAY or SEDIMENTARY 500 vs '' /09
Well- raded sands.gravelly sands N = " 10-20 Slightly compact Stiff ® Cs Estimated material change
sw e y d Inorganic clays of high plasticity.
CLAYEY SAND ROCK Refusal Shear strength
lime a no noes o CH ., Unconformable material charge 100 200
„ rat clays 20-35 Compact Very stiff (Ib/sq ft)
..: SANDY SILT or METAMORPHIC Boring date Boring dote Boring date
_ Vane shear-----
j Poorly graded sands.gravelly 35-70 Dense Hard '� SILTY SAND ROCK "
r ii N z " FOHOrganic clays or medium to high
I SOIL TUBE ROTARY BORING PENETRATION BORING
SP sands.littte°'"°'"'!: " >70 Ver dense Ver hard
plasticity.organic silts y y
jvl r--1
SM Silty Sands.sand-silt mixtures N _ • 2%"CONE PENETROMETER ze ROTARY BORING (WET) I~I JET BORING I I TEST PIT
N g d - Pt Peat and other highly organic soils 4 J L_J
"s NOTE Classification of earth material as shown on this sheet is based upon N iz AUGER BORING (DRY)
Clayey sands.sand-clay mixtures UNIFIED SOIL CLASSIFICATION SYSTEM
field inspection and is not to be construed to imply mechanical analysis. SAMPLER BORING (DRY) N CORE BORING
0 rn
_ ° r
M 0
m Z
- l
Z
r z �
M A
M _�..-
.Q N Z
w � N
I w O
M
In in
O
A Lt 7
coca
m < O .
In A �7
M G>t i
m Z ro G�
Z ') n f
Z M 3 leg
41
M � .
m o M
a col o I-Il ~ (e.
+ l J w
N•Fri �
a � s
o
} C 0101�
M. c
a
9S
b
0
�o NZ,� � �
'D
7N a
�J is c� °� Z t4
QDL
o � Z
o -� c�
Al Z �` �0
L' D 1� (��' `�
�, 3
M 0 Zl 0
n rm 3
P
N
m N ��2 Cher-lky,9ve 23<5♦SO (�
Nr
j.�- J� • �� .� r\ \\ Ste'//�• �Oj.• .a�. < .�.�,- ,f < V
w w Cb
C �,P
r QC) � � pad
Cp t;� 3
�o �o
3 � `� o
r
IS
`
C=11 min
e� a
Zsinning � 0 � �� t' t ��
WIlk
3
k O
cc
--- - O c cZi o 7O N LU
v p M 0 0 - N y, , ,, :'a' i.f•),,,•,Y ;. .;�,Vec: •:,•p;;e, Cher �% Z39
*00
O' Z o w N ,31 f; � I�,239+04 � N V
N
N c 6�
Mcn f
w I& � N (p N
� 3 0�'
� a
rn f o
O ? s r I(b n
Z
N
`m N
� - 0
Qq O
a
ai o �
�. 0 0
f 0
3 N m
M N 0
CL Uj
O Q
C� Q
a �
O
1 n
i O
0 n n
y - 4 X T
00
D m 0
M m
1. 0 Z
O C
2
M o m
M
r
3 Q O �►
Z o 4% ,� o
D C
'. '_4 ;a
m
y 0
o m
n
m
> m
o = O C
_ '
D
v,
o
• •� Q LL '
,
m 1 st1 f r C O
1 pa
y A
v\
0 I ... ��.. ........ ,�..,,, ..... .. -. .•.. :. ",.,,.,.,.�.,,,,,,.. ... ., ".. ..' W.r,yy,��{,Tay' C <.... r. y
_
IL—
_
O r
,