HomeMy WebLinkAbout2.2-75f
+ 0. 420'%, /00 vc +2.00*1.
RIC 1580 7, sta
8 VC 4-5,- 0 0 00 CW 46+0000
X Clev 369 44 Elev 370.65
PROFILE GRADE
No Scale
Alf
74.16
8VC 47+7000
Clev 374. 05
Approx O.,G. along 6T
edge or decl<
Abut Abul 2
D(.?Ium Ele v 320.0
45
46 47
PlZf DA TA
ELEVATION
Zocallon clev Probable 71p v I"= 20
.PfclPled T1,0 L
Abul le2 70 3270 324.0
ExIsfing Slockdole Y1917"V_
04
Top ofpill
88 45*76.00
Vev 370.22
4
45 R=3006�1
09,
40
0
cil
2
3
-jr .. jr--m
Top Of fIll
Paint :Ftoctdale Highway BrIdge of the C�vss Conal
PoInt BrIdge,,416. leled
year Iromp
(D:143
OR (62.!0 .5ee`11;00ad Plans
�-Approach
FORM
DC -OE -92
F
-P E V., 1 /8 6)
1104
86 39443
&4fing
/000'1/C _'2.501010
P1 52* 70.00
Elev 38405
DIST. COUNTY ROUTE POST MILES SHEET TOTAL
TOTAL PRC)Al= T kirl AzWC:C7TC2
0"
V,�'OFESS/o
A
REGISTERED CIVIL ENGINEER
RADO E
-7 rm
C=
PLANS APPROVAL DATE N�.
31 _-8 9
Exp.
Dokken Engineering
CIVIL
3217 RAMOS CIRCLE
SACRAMENTO, CA. 95827 (916) 366-6175
S o c kdo le 141_qh way
102,-0"
i0r,
2,410
.5!0- 8-,0, 2d!O'# 7 -Cr 720' ro 10 -0 3'd -0,
t L_ L
t
lorarlle Grade
Concrele Barrler
Type 2r,
Hand RallIng -----------
PCIP,5 Concrele
7�7
7"
(D
rIUAL OLU I WN
6 - 4 "0 Duc)'� (Telephond, 711)
4-6"'0 Di4cts(fflech-1cal)
18".Ductile Iron (,Q1).Water IVa;n
S
PLAN
lit- wt
ExIslinq 'Cross
Valley Conal
__Gzj/-ve Dqla
4 = .38' 13'51
R = 3000 /
T = 1039-751'
�, a 2001.7ae'
11-1/61 U/' 7' 1/1
Nole: For"Oel2eral Molel_ We
"Dech C0/7 lour,5, 8 beet
FOR REDUCED PLANS 0 1 2 3
ORIGINAL SCALE IS IN INCHES I
APPROXIMATE QUANTITIES INDEX TO PLANS
ITEM QUANTITY UNIT SHEET NO. TITLE
JOINT SEAL (TYPE A -MR -1/2") 226 LF. 1 GENERALPLAN
FURNISH PILING (CLASS 70). 1247 LF 2 DECKCONTC)URS
DRIVE PILE (CLASS 70) 40 EA -3 FOUNDATION PLAN
-DETAILS
�4 ABUTMENT
FINAL PAY QUANTITIES 5 TYPICAL SECTION
6 PRESTRESSED I GIRDER
QUANTITY 7 PILE DETAILS -CLASS 45 & CLASS 70
TUBULAR HAND RAILING 262 LF 8 APPROACH SLAB (AC PAVEMENT)
CONCRETE BARRIER TYPE 26 262 LF 9 LOG OF TEST.BORINGS
STRUCTURE EXCAVATION (BRIDGE) 260 CY,
STRUCTURE BACKFILL (BRIDGE) 120 CY STANDARD PLANS DATED JULY 1984
STRUCTURAL CONCRETE, BRIDGE FOOTING 3 CY
STRUCTURAL CONCRETE, BRIDGE EXCAVATION AND BACRFILL-BRIDGE
520 CY A62 -C
STRUCTURAL CONCRETEAPPROACH SLAB 110 CY 130-1 BRIDGE DETAILS
FURNISH PRECAST PRESTRESSED CONCRETE GIRDER 13 EA 130-3 BRIDGE DETAILS
ERECT PRECAST PRESTRESSED CONCRETE GIRDER 13 EA 130-5 BRIDGE DETAILS
BAR REINFORCING STEEL (BRIDGE) 93,000 LB BO -1 3 BRI.DGE DETAILS'
PERVIOUS BACKFILL MATERIAL' 60 CY 136-10 UTILITY OPENINGS T -BEAMS
MISCELLANEOUS METAL (BRIDGE)
740 LB 136-21 JOINT SEALS
Bll-51 TU
BULAR HAND RAILING
Bll-54 CONCRETE BARRIER TYPE 26
1314-3
SUPPLY LINE AND COMMUNICATION &
SPRINKLER (;0NTROLCONDUITS___.___
-.-.-Standard Details _-Sheef-M
Details No.
APPROVED BY THE
DATE
CITY COUNCIL
STOCKDALE;HIGlIWAY BRIDGE AAW N
A/
PROJECT E INEER
at the Cross, Valley. Canal
CITY CLERK
'APPROVAL RECOMMENDED
DE
SIGN EIMINEER
GENERAL, PLAN
K.'
SSISTANT PUBLIC WORKS DIRECTOR r
APPROVED BY CITT� OF ,BAKERSFIELD
No
OF
CALIFORNIA
9
PUBLIC WORKS DIRECTSil DEPARTMENT SHEI.TS
ENGINEERING
CU EA
113631
X:
W
N
y Abul
Abul 2
x
DIST. COUNTY ROUTE POST MILES- SHEET
TOTAL PROJECT NO.
TOTAL
7s, HEETS
_x
7!
X:
W
N
y Abul
Abul 2
.f
'PLAN
1"=ly __
Note:
o - Denotes even foot contours
x - 10' intervals along station line.
Contours do not include camber,
Contour interval is 0.21�
x
DIST. COUNTY ROUTE POST MILES- SHEET
TOTAL PROJECT NO.
TOTAL
7s, HEETS
7!
REGISTERED CIVIL ENGIWEER
��kQFESS/o
.f
'PLAN
1"=ly __
Note:
o - Denotes even foot contours
x - 10' intervals along station line.
Contours do not include camber,
Contour interval is 0.21�
APPROVED BY TH
E
CITY COUNCIL DATE
,STOCKDALE HIGHWAY R R i n n P:
DIST. COUNTY ROUTE POST MILES- SHEET
TOTAL PROJECT NO.
TOTAL
7s, HEETS
7!
REGISTERED CIVIL ENGIWEER
��kQFESS/o
<:
R T LIPTAK
No.
_408V
rn
PLANS APPROVAL DATE
Ex PA -31 -91
Dokken Enginee-flng
IPA CIVIL
3217 RAMOS CIRCLE
OF
x
SACRAMENTO, CA. 95827 (916) 366-6175
Nv\�
Stockdale Hwy.
GENERAL NOTES
LOAD FACTOR DESIGN'
DESIGN: BRIDGE DESIGN SPECIFICATIONS'
(1983 AASHTO with Interims and Revisions by CALTRANS)
DEAD LOAD: Includes 35 psf for future wearing surface.
LIVE LOADING: HS20-44 and alternative'and permit design load,
REINFORCED CONCRETE:' fy 60,000 psi
3,250 Psi
n =9
Transverse deck slabs (Wo rking Stress Design)
X
f 20,000 psi
s
c 1,200 psi
=10
APPROVED BY TH
E
CITY COUNCIL DATE
,STOCKDALE HIGHWAY R R i n n P:
Abul 3-4
6 53'� 7zg
Abul 2 33� 6, 8�10" =33LO"
x
Abul
Abut 2
It
X-- Abul
Abut 2
5
CY
Q
'Z.�
K
6-COY4 =
86) co �- 5,1Y r- 51!
WIngwall I OL
C).
POST MILES SHEET TOTAL
DIST. COUNTY ROUTE
TOTAL PR
OJECT NO. SHEETS
9 4?4
zevel
FESS/0
It R
R T LIPTAK,,
PLANS APPROVAL DATE 40887,
Exp. 3-31-91
x1_ Dokken Engineering CIVIL
3217 RAMOS CIRCLE
SACRAMENTO, CA. 95827 (916) 366-6175 0
See Delall A t At7ut-7 V I
rBO 13
L-xpandeol polqslyrene //7
08rq, Abul
firont of glrdet; rn'al.C� /7 br�
pad IhIcIrne.55-lyp"
"X 8 *x V2 Ela,510177eriC
bry pad- lo /3 eac17
3147 x 8'y' T Brq, Abul
1 110 abulmeol (One pad
CO& 8!/0 -53�0' 3`3� 8 rg Pad �3poclnq_ or
under eacb 7 "q role,
112-7
-PLAN -ABUTMENT
Note: Abulmenl 5hown, Abulmeni 2 slmllar
5 C k do' le H10 woy
!3 3! 3
TYPIC
0-lio %4
1��
y
6 ev (a - (a �t
8
Denote6 vertical plle5
i
10- 1 Joint Seol
DETAIL A T�lp c A
34
:4= 1-0 MR= �2'
1!3" I'Y
Exi-s t /0 Forc e Alain wim 6' P/0'
ro ce
R= )':�7
0-/ _.��,,Darallel �o
9ir*rs space
1-2
Appro 0 C h Slob )70f)770/ lo roadwa
y
'oCe to/ 3
Note:.- K)
8rq, 14bul
NF7 @18
> See 'Approach Slab (AC Pavement)' sheet
max each
16 for details i location of air valve .6 alr* 08 x 4 �O Do we
S Cr7d of ahu I
te
valve pipe 1612 ee
L
PlIe 5POCIng is Ire.55 e C/
iot,3,between'
girders,
r,80 -3
ChomPer
Venote5 bartered /.3p/le6 VV/nqWa11 4_VL
04919
Wit7gWall Z ot
-.-Abul, Elev z 360. 0"
# 7'
-Abtif,2 Elevz-,36ZO
between.
Place T013exls orce Af�ri�'
girder.$--, t F
V=
WlnywaH relnP_ 361-t
WIng wall reln
8,0
7 09 07 109
*00
under—
eOC17
F _71 M / �S4
-6'0
yarl�v CIO,
Ab
07
9
x a
fol 2
ABUTMENT CORNER DETAIL Fat- 60, -/7,-) 011r gra,�Ing.,
Note: for utdity open*
,?0/ S)�Ow/?, -5ee ;��jC471
83 or E.8 -5 e c fibn `_.Sbeet lFor ABUTMENT SECTION
e 7
Iv9LOT Oul6ide In5lde face U11111,V 0,De,'711W deta)ls z 1-0
Approach r�lob 070 decIr _/0
exIst /orce/' nsee� �_/
ce
'v4 V 8 \D
ZD. I flatet 11fain APPROVED BY T14E DATE"
CITY COYNC11L
Wam)- A147117
STOCKDALE HIGHWAY BRIDGEMMI
V
at the'Cross Valley Canal,' PROJECT U"NU
/ L_'o
CITY CLERK
C041PIlh
0 APPROVAL RECOMMENDED
Bottom of I 6irder DESIGN ENGINEER
(51nith Blair Type 431 7ABUTMENT DETAILS
DV
or Dresser 5tyle 38
ASSISTANT PUBLIC WORKS
or 0
APPROVED BY 4'
SECTION A - CITY OF BAKERSFIELD IN
WATER MAIN AT ABUT
OF
A
= T(?,
D
N
7ER
46
CALIFORNIA
No Scale 9
DEPARTMENT SHEETS
PUBLIC WORKS DIRECTOil ENGINEERING
FOR REDUCED PLANS
0 2 3
ORIGINAL SCALE IS IN INCHES I
EA
107833
to
/!0,
4.5!0
X
Concrele sarrIer
TLJP e 26
Q)
�See Detail B
0 0.0000
00000
4 4 -
T
/�d
Slockclole I-fighway
102! 0
PrOPI le 6raole
8!0 14-3 (Use strap thicAness -i rod
17-1
4'ca7dall)
t 5 z e fc.-
3V 12 8-0 =96-0
X
TYPICAL SECTION
-2% _
I *#
45-0
? 3
It 0" 12!18 12!18
Fature ��8" Orod Ao sapporl
exl s t /0 0 1 /Co r c e Afain.-
Contractop to sappY conc.
inserts on�v.
05 40 - 5 or, (BO -3 SZ//
1� 5- 1
Place nor -ma lo
'510oclole 141ghwoey
I - I
DETAIL B
No Scale
With tnin=fet actor of S.
v
C.0 N I LIPTAK�1!7-
No. 4)887'_,
Tu b q lo r I -land PLANS APPROVAL DATE
3-31-91 -
Exp,
RallIng
Dokken'Engineering CIVIL
3217 RAMOS CIRCLE - OF
SACRAMENTO, CA. 95827 (916) 366-6175
0-5 or K37� �-7� -1- 0-3
+
Span
IF DIOPIM09M
Inte la le
Brg Abu
7�0 D10,017ragt77 3 ra, Abul
lall A
3!
0
6-10
U-// -7-
L
-7
Z -
At
7;'
n
6ri nell Wedge e Conc Insert
TYP
-7
orapprovedequal for fature
Nasl havesafe
load capacity of 1200 6, eo)
111r
7--
r
Place at 6 �-O "max spacipy.
L------
T-- -340CAI-dale #Wy L
1117
117
-7
4%-1
Grinnell Wedge 7yoe Co,7crete
Insert or appro Yeq, &t7,4,al (Nast 2"min dr between pi.Oe U-/
J
belli bottorn of deck
10 ad C�t
120yesate cqpa -v of Coapling sk-eye
PART 'TYPICAL' SECTION 1200 lbs ea) -Top of dect
fit .6'shorl length 7"'
8
lid'
72 e,
1.� L yth -.�,oecli7l
-W V
dr /t- 9 "at
9 sp/�qo t
;ntermediate diaphragm
Bell X
&2LCat abufmenh�. -SP/9
ot
18 D Class 50
-4-
GIRDER LAYOUT
fte 0 D. 19.5
e glater Isfain
50
+ t
Be// 0. A 23. 00"
SECTION A A
Abul Abul 2
Grh7nell Single Plpe Roll or APPROVED BY THE
DATE,
CITY COUNCIL
a
11Z
CONCRETE STRENGTH 'a TYPE LIMITS approvea, eqaal (1;141sl have safe loao(* '0, kfl
DRAWN
STOCKDALE' HIGHWAY BRIDGE
capacity ol' 4200 Abj
NO Scale
max spacing -
V
PROJSCT A
ros y. Canal NEE
CITY CLERK
rain
7�
hangersholl be placed. 9',Arom face at: the C s' Valle
Thrusl rest' ed flexiblejoinfs
Concleele ge
.51ru C lu ra- / ,
of Abut If hanger falls at a Aell or in APPROVAL RECOMMENDED
ferinedii2te S
N. 5. Pip e Co., T R. Flex o r A. E TYPICAL','SECTION DIESIGN WAIMEA
v f
RreC051 Frel.51re5sed I 611-01er diaphragm location . spqcing Inay be
on brid
ge.
DETAIL, A'
NT PUBLIC WORKS DIRECTOR
Girafer 4ayout for
adjustedup to 21. See
51ruclural 'Concrete, 6r1o(qe f -o
o//r79 APPROVED BY CITY OP, BAKE RSFI E LD':
0,
A* Sc ale `5 J
Con PI.D& section out Ripe ro 114: rodi lo
Struclural
ctoele, Approach 61ab he qalyaaize�7 CALIFORNIA!
9
PUBLIC WORKS DIRECTOR I ENGINEERING DEPARTMENT 8HrEETS
FOR REDUCED PLANS
-PF (REV. 1/86) W 39443 2
3
ORIGINAL SCALE IS IN INCHES
ICU,
EA
-Iro
�ADD' ach.' Slab
8cr ReInforcement.
a bars
b bars
c bars
#6 x 9'6"ct 6.
Ir4 at 12
#4 at 12�4
I.
7o
V
I
a
W I'm %J
MOORE`& TA-
--UNIFIED SOIL'CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION ROTARY BORING 13 E R
_FF -1 QH H Plao of any boring PENETRATION TEST CONS U L-TING'ENGI NEERS Af4Z) GEOLOGiSTS
L S C, SP I SW GC GM GP
1. SM JGW� FOR SOILS
Location
$431`1013 With f intS _Cleon sands Grovels, with fines cleangravelS Peat or Location
or,
�4, JoEi N'.. —108
Top hole ell IV. APProved
0 greater than 50 t,lqu)d limit itss According to the Standard PenetrationTest B- 587
lf,gh y L B -No.
Its and clays Solts cod Cloy$ >12%finfe efs%fines >12%fines <5%flnes organic matt
Si hon 50 Gravel Robilry boring No.'
Sands- more than 50% of coarse Grovels— more than 50%of coarse
COSi,1g REGISTERED 'CIVIL ENGINEE'R No. 2-3997
fraction Is smal for than NQ 4 sieve� fraction is ia Diationd core boring Moistu Top hole elev.
rger than N2 4 sieve. Sand Fill material N2 of blows re (% dry wt)
Granular Cohesive S!ample n
_FI v -gral-ned soils- Coarse grained soils Call umber Pushed P
(more fhon 50 % is srmi ier than NQ 200 s 19N Dry density (lbs./cu.ft.)-
(More thon'50 % is larger than NQ 200 sieve) Aug er boring mple (inches)
-Size of so
10
Gr( phic reprIellenti I tion
Blows perfbot
(D3
Somple boring strength (tons/sq.ft.)— 12
6-10 Loose Soft (Using a 140 lb. hammer of driving rol e.
Silt Shale 0-5 Very loose
El Unconfined coryipressive or CITY '�OF BAKERS F I ELD',
Very soft
LABORAT DRY CLASSIFICATION CRITERIA Blows per foot,
)14 7 G)N and,SW - t.i Z -W- greater than 4 for GW forSW.C., between I a 3.
Djo 6 Clay Designates other, soils tosts (Using 140 lb. 19
CH D10 x Doo, Sandstone 20
It boring hammer with
GP and SP- Cleorl, gravel oi sand not meeting requirements for OW and SW.
0_� nsolidation with a 30"drop) 21
11-20 Semicompact Stiff je -Go �STOCKDALE HIGHWAY BRIDGI=�:
C
30
4
GM and W',-Alterberg limits 'below *A7 line or p S ondy clay or,
n 4.
1. less tha EF Q r 41
35
EW Limestone pj t S- Direct shecr 30"drop) 44
GC an d SC A t ter r*Fg limit pbove
5
6
T7�7` Coarse 36-70, Dense T -Triaxial corrpression
o4i nd lr - Elevation
Irts silt or,.I.,,) , , r Fine Cobbles Boulder Sandy silt r Metornorphic Hard Date 10
C L 4V obed I %sand sGnd grovel %rovel 1/4 "Cone penetrometeu
4L am THESE BORING LOG SUMMARIES APPLY ONLY AT THETIME 40
S 31 S"
Col silty sand rock Unconformoble material change 'LOG OF T EST 8 ORING,
21
: y
Tes n -A Conformable material change at the'. Cross -V
clayey sand Compact Very stiff 12
s I A line with P I. greater than 7.
E - Expansion Approximate material change alle Canal
ieve Alzos, 2 >70 V
Silty CIO)! or��, ery dense Very hard V2 Cone penetrome
_j i � ter
Igneous 'rock
S
si-ve [,f driving ro
IS t4l 6
Clossifiration of eorth materiefs shown on this sheetJ3 based on field ift3p#Ctian and clayey si t
C 0. Flo 30 *0 ao no F� Vil W K:O M AND LOCATION INDICATED. SUBSURFACE CONDITIONS OF
)U�o C IMI'T 1Z.
,tm By HEET
sheiuld not b,' coi�strued to inriply laboratory analysis unless so stated. Do te of Date 20 40 HORIZ. I" E.GD.
s"n'61 MAY DIFFER AT OTHER LOCATIONS AND TIMES. Scale Dft
Gheck by (,)z_,0
V
W, IUM Plows per foot E R T. 1"=10
15 �-'F -k4 boring
r
mm - �-
"Insom
ta I
All