HomeMy Public PortalAboutHighway 92 (2)m
0
LIB
i
:....,c"r.co..1,t• a5 •,Na NIITANCn
;7 ' mr. ,r.•N1 .,R,e, Cap ma C*L WO*NII. coato-
...AM $Y$+►M SON[ . 3 MUf,T/VY
'. i tvxiANC44 WaeOWrt w {"0000696 to
Oel Rik aROYNo LEVEL ONOTAPICeS.
R. SLa}:ar, Jr. Al S. A.
' 1 1 1 1 1 1 1 • ESS PROHIBITED
FOR RIGHT OF WAY DATA • SHOWN AND ACCURATE
ACCESS DETERMINATI. SEE RIGHT OF WAY
RECORD MAPS ON FILE N THE DISTRICT OFFICE
CU.PvE AL /6NMENT DATA
N,.
.Oidiul
L /IV ' :math
/
44
9!•06'.!1'° 7/.50'
1
60'
,f0 ' ''' jJ1.6!J
9
/60'
1'7'16'it " /60.41'
4
/44'
Jr/6W' . '440--
1
57-0 cURB FLAME
a
t,
1"q 31 RN 5+7
a 44'$.ZeOt
c, 4' �.
L /'1
I
I
USE SCALE BELOW
0 I I i{ 4
2 I{
k 3 INCHES ON ORIGINAL PLAN ay
Notes
A// Pavement shall be Asphalt Concrete.
Toe of fill 4b Top of Cu/ Lines shown ore
approximate only.
P/ace fog Sea/ on o// A.C. Surfacing
os directed by the Engineer.
Structural Section Type
Resurface, 00,1' MM. A.
Obliterate Existing Pavement
Topogrrphy for Ortn�oion do/y.
I /.1
TYPICAL EARTHEN BERM
W V
O
vb
AI
� Q. 500'
4. 0714 d4"
^1 T 91.40'
'11V1 /,464407
L. 64. 7/ ti
t.11 /,46440797f
Y971, /99.0/7
-4 ONE
ooh
•0/°e
. —P/ace Earlheri Berm
as direc/sd by /he Engineer•
BEG/NN/NG OF PROJECT
o STA T/ON A4 /0* 00.00
11".$0,0‘ Q.G.
CA
Q. 100'
//#41"/‘'
T, 11.66'
L. /11./1'
/6'CL-6 Gb e
-7.9 WI
s
44 LINE
N 46'06'0.0"E
/
.
POST
04
SM
92
�w..b«.
9
292
/0/
/08 /r
....,..7/'//'
/ .wry r.rncr ...,•v.
. 2 /4/6.4
/ //Llar'rh
Regis C. .. . y`%0
,4C 044
6 hou/dI J
/
4
24
4*2B
CON57Q JCT/on/ O[7A/LS
FORM WH23A-✓'-
AA, PTATt
7 CALIF.
FmCRAL MULCT MD.
illr
g
R
COONOINATRR. MARINO/ AMC) DIRANca
SHOWN AMR ON THE CAUPOMNIA COORD-
IHATZ ramps LOUR MULTIPLY
MST RHOMN M' / D00696 TY
OBTAIN OROSND LIMO- OIRTANCtI
Gloss
7 inbii BorPY T 7dis
OG ®'g` Angles
77offic
1 l I ! I ( ACCESS PROHIBITED
FOR RIOT OF WAY DATA NOT SHOWN AND A IIP.TB
ACCENB DETERMINATION. SEE RI OF PINY
RECORD MAPS ON FILE IN THE OFFICE
Rp
A* 28 391.24
nc/Sco k'o
taQ
Roadway
Embankment
ACS
SECT/ON A -A
No Sco/e
Dm.
ITTTT _
1
.S
r'A
S
Too of f%//
—_----- ACO/ke J Jhfor.
T ----- _ 'IoYIrnAEn4iniirt I�—
L,, 4 6frox, imit of !IC Inb
L
gereiliarno/Embonkniinf 171-1-7,7-7
`/ Gas «.a4a.f
C(41/1 VE AL /6NMENT O.47 4
No.
4ada✓
/I!0'
//DO'
01/to
,ib�Od'fI"
/T !'42"
Cenyth
97/#J'
x46.77'
176..!6
Notes
A// Goverment shalt be A.;oho/t Co$crete
Toee /Wei Too of 0/1 Lines shown o'
oppr F./i 0te on/y.
P/oce Fog Sea/ on o//A.0 Sur/bang
as dirvc, d by the Engineer
® Structuro/ Sec/Jos 7j oe
Obliterate Existing Pavement
Topography fir Or/en/at/on Ony
42-
bfA os des/goofed
_ heE7.79iaee, See JP Set -7f
Q44
trb
Se odd od/n9 Sheet G_
in fh's O/ qtiono/ embankment
P ct E mom.,
w. 'r, Jr.
Rl a M
D..qn Engineer I Dog.
a. A. CAMP 1
Appr.rol Recomn..nd.d Ly
H. R TAY; OR
2rcv. domes
Me, C.11411
04
SM
92
/0/
'4s 7egc-'I
/0
292
As
R. /750'
d . 71•/771V
T. /171. /J'
L . 810715'
X4 ((s6.7J/
Y,l7; )!7199
q1,
Q. /000'
T. MO 6I,
110.21'
CONS TQUCT/ON )9'T.4/LS
Sco Ia
/t: /�•
A CI
/3464/ -
PORN w5235 -PP
I
STATE
F DCMI PROJECT NO
tlft• 1 >afl►Ai
7
CALIF.
AMAMI
A.
,
s•
r. -
T
x
o414. (1•0
tie .P. ay , . V
',V T Z. l tfea, . Cfj,;,
'11 • L. ZPg9s, C% Ca e ��1
O C'� I‘i
N.
OODNOINAT R. RRARiMOR AND DIRTANGCS
SNOT /N ANC ON TIME CAUPURNIA DOOM.
WATE SYSTEM DONS MUI.T.nY
OISTANGSS SHOWN ST 1,00006Ss TO
OBTAIN R aURD LIMO. MDT
1
I I I I 1' I ACCC!P:: RONIBITED
FOR P,2HT OF WAY DATA NOT BHP' N AND ACCURATE
ACC IS DETERMINATION, GEE MOM' OF WAY
• aRSORD MAPS Ott FILE IN THE L 4TRICT OFFICE
Si Ime i! -
r —A C Oike
1'
„--B'.9hidn
91905'
AC Dike l'1h/dr;
S/a/nr fare,
' iof5ipi
N
N
•
Vor._\>
i
� '/ h 12•00.00 B.G.
i 4 -
\it
1
a :. o ti; 09.4 ►
.4/9'
TR /0+00.00 P.O.T. ''J
R/B'J
----- el
l/p M
Too of Fill___—_-� �' � 1ss» ar/»!—
CL/,PVVE AL /6N v1NT OATH
No.
Ieo vs
Oe/fa
Linq/h
101tI6'
/
/600'
/O'/0'aS"
2
/ Ss,
/0'/0'00"
07,95'
3
,3400
O4'/4' OZ'
15/14'
5
/6'
90'00 'Oa'
ZS. ii'
0
/j0'
/9'1471'
40.01'
7
.!Z'
•f0'/6.f9-
MO
S
/la
/4' /7'07--
19.94'
0'
/ /'21'
4/- ei'
O /,
0'
.! //' /9'
34.27'
//
/20'
/1•/3'/Z''
23.50'
/7
hoiect hpin.er
D.ripn Engineer
A
Date
Approval Recomm.nd.d By
Dale
2`V TEA- S
REDUCED PLAN
USE SCALE BELOW
0 2
f 3 INCHES ON ORIGINAL PLAN
NI
s�
015.01
29 7J'
ToI' of Fi//
4v
A /SOO'
4. /0•/6'00'
T 434,71'
L. 260.45'
reeecFvzI
04
Siff
92
/0/
1";I.xip.,jX 1/ 292
inn., rimbompira
A/areh 2/, /4M
Rcyct:ia F-,. L y
All Pave/no/7f sha//be.4oha/t Conc./We
Ms of /5// # 740 of Cu' Linos sown Q'W
cppraanta/b o,/*
Paco men/cn a// AC Surfiaa-dy
as duvctee/ 4 the enpnoon.
Q Strachey/ Sodom Tj,,,rr
Topography for Or/en/of/an Oro/y.
x
co„fo�YF,
CONST.QVCT/ON DET.4/L 5
Scala: 1 `'•OO'
/.34641
FORM WM29A—PF
I
44.
L
LCOORDINATES. BEARINGS AND DISTANCES
SHOWN ARE ON THE CALIFORNIA COORD-
INATE SYSTEM ZONE 3 MULTIPLY
DISTANCES SHOWN ST / 000006 TO
OS GROUND LEVEL DISTANCES .
CONFORM
2941,25
F
0
Existing Curb f,. Guiter
to RemPin
Obl'eteratq txisting
Roadway
r"l
Abandon xlstlin
Pipe E Inlet
Install G.2 Inlet
Over Existing Pi
H•4't Grata
artist Exist
M.H (2'3 Rial•4
I
I
11
11 I 1 1 I I ACCESS PROHIBITED
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
05.63
2.9450.56 6.c.
27 + 80.40 E.C.
A 0 *00,00 POT
26*78164 POC
20
FL.45OE
,.5 -rd. St r. Head
" Wall
e of
P
Toe of Fill
TO
Toe of Fill Gutter. Unlined
Fill
14'x12"C.MP -= -
ROAD
S�.
es
-: (63�O.S.Iniet
1(I468OOO
RAY
Checkered No
T -3874
it 384 4
UI
Sc hool
102_0!
-4
n
210' Type l D'itch.C2)
t.. 1
Top of Cut --
J i
LA,
JP-
X 1,449,200 r
4 312410,.
r, 8 4!3 ?0"
4 .,iii.20'
r
t9
/4
See Drainage Sheet U
extension of ditch & U. D.
for
CURVE ALIGNMENT DATA
SI,Y.
04
SM
92
/0/
7.X/9.7
/2.31 /4.3X
/O.8 .5"
•••2,,/
/2
292
AFFAOYY March 24 /9.46
3 Ent tnc',•",
A:. is
Regillved 11,I I..•"` ..-�
USE SCALE BELOW
2
1 r I I t I I I I .•
3 INCHES ON ORIGINAL PLAN
No.
Radius
Delta
Length
1
53'
81•-26'•05"
75.33'
2
53'
Br-
75.33'
3
75
47R-28'-02"
62.13'
Notts
A// Pavement shall be Asphalt Concrete.
Toe of F,// & Top of Cut Lines shown are
oppro,/*note on/y
AQ 5,`iactrira/ Section Type
Ob/iterate Existing Pavement
Topography for Or entatiaan Only
DRAINAGE AND
CONSTRUCTION DETAILS
SCALE ; 1" = 40'
holed 6ytneer
DEN
!l5
DWpI Enghwer
S. n c: :
Approved Ree000.sded Sy
H. K. TAYI.UR
3_z
134641
FORM WH29A-PF
P /007`54. 48 'e. C
R[4 26,'9/ 30 FOC
4
- er/d9e .i5-107
Rai/kW- Po/he/out 46' OC
For f/ract Oeto4,,ree
Bridge O/ons —
c
l;
4
h
+10.64
/1'
FreIecl Enpmaer � Des�pn Fnpinser Dore I Approval Recommended ey Dole
xae s 8 r'. 'r..-1 L J H. K TAB 7c r.
5/ Curb
PCC /r/, Jbrf
41-6 Curb
Sze L/N!
4:1
GZ'
taj
End Fence
COORDINATE,, EEARINN AND OIETANCED
SHOWN ARE ON THE CALIFORNIA COORD.
'NATE SYITEM ZONE 3 MULTW4.Y
DISTANCE, *NOAH EY/.0000696 To
OETAIN GROUND LEVEL OIETANCEE.
-----<-510,0••
ArAryorp,,
/,
•-':-
4'L 4r
4'E, /09 91$6 RP7•`
1- /O,TT f 6
16A94.!6
PO 7'
S'PCC
TaofF%/--
'-'7-
1 1 1 1 1 1 1 ACCESS PROHIBITED
FOR RIGHT OF WAY OATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
REDUCED PLAN
USE SCALE BELOW
O I ,---1-1--i-'-I 1 4' 1
�-
A 3 INCHES ON ORIGINAL PLAN 1.1
Teo of CS
Noes
4// Pavement she// be Aspha/t Concnrte.
Toe of frill & Top of Cut Lines shown ar+s
appro /mate only
P/ace Fog Sea/ on a// /4.0 Surfacing
as directed 4y fhe Engines/7
* 41/ T%eS ID !s/and Curb Noses ore fD Csnfer of 3' Radius,
Unless otherwise noted. Roe,/ ore fo E,P
Q S'/ructuro/ Section Type
Special Treotment she'll consist of Sod Ster//on'
and Co%red Rock Sea/. See S,oecia/ Provisions.
Topogroph y for Ori en /o /ion 0/7/y.
Slope fose'ne,
CU,PVE AL/GNMENT D.4T4
.� ga7/us
D//to
Lenq/h l
_tie
/ , 125' _
2 . 1650'
3 ' /,100'
4 I 90' _
5 I ZOO' ___
7 { 368' _
J 85 -
Igor
/07'56'3,!"
30.06',54'
/4'23'42'
. /06'20'07"
4.3.09'5/*
//'47'2Y
5/' /2' G'
.�e•5t 39'
44•.36'06"
235 57
666.77'
1 276.36'
16703'
/30.67'
79"$6'
/20.46'
67.60'
` 77.90'_
63,60'
470,.54'
9
/0
_41.
+ /007—
300'
5,000'
/5'.5'0Z'
05°25'2S'
IIEF.' STATE FEDERAL PROJECT MO.
7 CALIF.
InvI nar I RNIRR
1111111
04
92
7.sx/9.r
12 rt.ar
-emu/ ro.e/"is
WIMP
/3
101.
YAM
292
41"11".."'"
Nee, 1,111fINCT unrwoe
March 2/, /96b
4nist.,! .urn
Regdue: ..! 1 • .. 5600
err
—3/0,01/ £#$effloo
Theo/ C///----
`1
\ti
570 CLAM FL4QE
4 10'
-A- d —
CUQ5 Ti'4N5/770N5
C6.~ 49t _
CONSTRUCT/ON DETA/L.5
ScaVe /e=40'
134641
FORM WH23A—PF
I ►romo Eny,r.er Dare Des.pn Enponeer LDo1s A;ga•o IRorommended By i
Fr W. St , Jr. et : ,, e: .. I, I ---- I.
',L g.
,1
N
R
/c-;
114.1' /
i i�0��
(0° N
COONDINATN!, /EARINO. AND DISTANCE/
ONOWN ANC ON THE CALIFORNIA COMM
INAT /YSTEM ZONE 5 MULTIPLY
DISTANCE/ SHOWN W/000006 TO
�OTAIN GROUND LXY[L OEYANCE/.
,Y • : Rap
c . o- od
O. a ' N
T N d
,C ,, le W
�W
'c
TIO
62 Curb
MOOR
G20'Type / Fiord,
.41,6 Curb
A-'.i -a F
03
-40
// See Grading S/we 6-2 for
/ Aaeh'tiane/Emboni-
1
4
1 1 1 1 1 1 1 ACCESS PROHIBITED
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
41.0
A'41('4
F�9
73-3 67 IC'
5'P.c.G.4:W
7/.52 Roc /
I / AP 9S = �
R i 35+06.67 PST
Strip os designated ---
he Engineer.
See TjtpiCa`7 5.5
;4'0-
Roc'
21"
7A4z
D,
— 27+13 295C
954152 POC. I
85 t63.2B PO
op Construct /6' -----
Q.1300' directed ovel by
road as
5 T 31°11 / the Enginee
1 4" L. 1540.00'
x OG70-tire]
Y,175 5.0A¢1
End Fence of
/W £/7
45-6 Curb
5vri
',cc. /s/
g5hidr =
N
Atv'va STATE
7 CALIF
FEDERAL PROJECT NO I ri!A 15 m 9 sw.15,
USE SCALE BELOW
0 I 2
k 3 INCHES ON ORIGINAL PLAN ew
C1/0/1 e4L/GNM£NT DATA
7 5000'
8 /00'
9 loo'
/0 100'
.1 25' S
1G'-?
-__ _ ��r_�'Oei-ry___. .r
e_
1N ----
s.a C/e0,
fh/
�
S 0/....,. s ' e �obb/q9
r/79
O"05'34" 97/13'
7/"0..,'56" /05 .54'
33'00.'09" /C .6/
9.9'10 a,3' %46.7/
99'1955" /70.79'
04'22'06" 3e/2/'
4/00/'30" 7/.60'
4/°ele'J/` 7e. 5'
/5'?e'01" 63.40'
forinj tree! ER
conform 7'e rise41, •r
Cat
I- Of C
a/w
IC Di"
}ling
e Line
R/W
04
SM
92
•
7. is
XV9.7 HMI
t/if ax f /1 292
i/-5 I
/0/
/0.9
twNwr
March 2/, /966
5TD CL/Q5 FLEA?
A 30'
�— 43'
LW, Te4N5/T/ONs
�o I
4' :y"
RV /
Notes
All Pavement shall be Asphalt Concrete.
Toe of Fi// do Top of Cut Lines shown ore
approximate only.
Roca Fng Seed an o// AC: Sur/acing
as dir+eeted by the ErAyineer.
Topography *r OriE,»'a/,O/, x/71(
* All Tier f0 it/a/ad curb node! 4r,‘ a cei' 'p it
i' /vdur, unless ofhcrrv'ie noted. Aadiors fo £. P.
® Structural Section Type
Specie/ treatment shall consist of5oi/ Steri/ant
and Colored Pock Seal See Special Provisions
CONSTRUCT/ON DETA/LS
Scale: I's /O'
z
134641
FOrM WII2]A PE
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7 C A L I F . /
a
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O I O T A N C i 9 S I V . , W ! R ' , f 1 ; . 4 1 4 ; . P . " y A C C E S S D E T E R M I N A T I O N , S E E R I G H T O F W A Y
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T o e o f F a & T o p o f C u t L i n e s s h o w n a r e
a p p r o x i m a t e o n / y .
P l a c e F a y S e a / o n o / / A C S u r f a c / n g
a s d i r e c t e d b y / h e ' d i c e r .
A Q S t r u c t u r a l S e c t i o n 7 p p e
* 4 / / t i e s t o c u r b n o s e s a r e t o c e n t e r o f
r a d i u s , R a d i / a r e t o f . P
S p e c i e s / T r e a t m e n t s h a l l c o n s , s / o f
s o i l s t e r / / a n t a n d c o / o r e , ' s e a /
S e e S / O e c c i a / P r o v / s i g n s
T o p o g r a p h y / b r J r i e r n ' a t / o n O n ] y .
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f l / i y e L i n e
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-13
COORDINATES, fEAREDES AND DISTANCES
SI4OWN ANS ON "d OALIP ONIA COORD.
INATS SYSTEM EONZ 3 mut.TIPC.Y
MSTANCCU SHOWN SY 40=069.6 TO
OSTA:N GROUND LOVES ENCUMBER.
I l l l i ACCESS PROHIBITED
FOR EIGHT CF WAY DATA NOT THOWN AND ACCURATE
ACCESS UETERM;NATION, SEE RIGHT OF WAY
RECORD WAYS ON FILE IN THE DISTRICT OFFICU.
Q. 1750'
.4. 71°i7'.9'
7. /278.13'
L. 1107.65'
x1aG�/ _7.p 1
9749572'917;
LW
_ /1l j4-44 /Halo
L 208.15'
/a442
The of
Srtipasdes/9n
by engineer.
r —e prca
Liner—roc
1-rrP^,-�fT
isa2 .c, a�1� N
tq
0j Y l z n9 i/Je
-pa of �rN Consfruc'�
cnfsr�
11. fr
perk,
� l
N
N
Peasertvnte nr'�,1� Lr.'�yn inginR arm 6r Doi. I l • %MOW
Pe pp, oal6•eao imenaed By
of pt —
r d A ,Asf Fotl
rc
LL'
8' Sh/dr-
`..<-Canform
1 J l /
�, /
1 O /
/s° /
1 1,
A/ Raw'•
HP
ce;
+3l
55'
-6 Fence
R/W & CL -6 Fence
4. LW line
—round Line
�. PI..�mi1 7o Eafr_r& Consr`hue
TYPICAL JENCH GRAD,'N
Rt. of,440 4., {50 to 50 °00
,,.__ �_ — --
.r A/04,3
O .9cr./es m
1 L
p0' 8snch '"
--
Sa 7' isa/ firs?honi Sr. Location
STD. CURB fL4RE
9.
REDUCED PLAN
USE SCALE BELOW
O I 2 3
3 INCHES ON ORIGINAL PLAN
55 Sp/. Treat
O5/z%
PO T. p4-4
Top of Cv
rrrirti
Notes
4// Pavement shall be ,4sp4o/t Concrete.
Too of fill & Top of Cut Lines shown ans
a/prax/mate on/y.
P/ace Fog Sea/on a// 4. C Surfacing
as directed by the tngiheer.
0 Structural Section Type
�r 4// ties to curb noses are to
center of radius. Radii ore to ER
Spada/ Treatment shall consist of
soil styr//ant and colored rock sea/
oe 6,,aec,a/ provisions.
Topagrophtd (Or Orientat,a7 9n/c',
Alms
q.5000'
A OS°//, e,
Z9
r. ®3.57
/67./0
FEDERAL PROJECT NO.
,,m March 2; /966
E Garb
MDI LINE
44
N Z7°/ '3/'iY. �8i Cur 75;1®
3/e j/'.1e W
lac.2o'
Cc!/
Surf
B' Sh/dr.
aat I
EtZ Curb
6's,id,
S' 5fF/dr.
IN86rQ $/d Qort
lnd elletion
CONSTRUCTION 0‘7,4/L5
5cc/e : /WO' S
/3461/
FRM
C Na
7
STATE
CALIF.
FEDERAL PROJECT NO
Er
COORDINATES, BEARINGS AND DISTANCES
SHOWN ARE ON THE CALIFORNIA COOED.
MATE SYSTEM ZONE 3 MULTIPLY
DISTANC.CO SHOWN OY/0000696 To
DETAIN GROUND LEVEL DISTANC
°f.-
•faPi
I1 /B'
CC/471/t- 4Z /GN/YIENT OATH
Na Rothin. De/toi 41001 /273‘T;12' Lan9th
1 600' 07'40'61, is. 62'
3 4a' $1'345:0" /00.4_9'
1 s 40' /0°/7'1B" /0.7,9'
56' 77°0275" 75..9a
i S
6 .500' /i°47'/O" 44 7/'
B /5. ' 7°3/'fib" 15 O'
9 2024' 07.32..f," 27 2
/0 O�-/�ayd'14✓ #7..17'
[// 40 ' 69W J9" 68 20'__
r2 70' 77°!0'.:(9" 9.4..?2—
a /3 /S0' //1'.7/'!0" S/. /T'
/a.-. - r7D.'. - 1 /',79 OS" S/.347-
as
/6 /S1' d0 02736'_, •,61.47'._
^ /7 _, 7$T 26 56701-' 9S• 23'
x!„_$.62,800 71 ie_ 75' ,2/'/2'9/' 1p7.74'
A 0%
ren
C.
REDUCED PLAN
USE SCALE BELOW
F -•-+ I i I 2 I I
k 3 INChE9 ON ORIGINAL PLAN
I I. I I ILL ACCESS PROHIBITED
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
%LIN
6rod d A eess Pond
CL'A?3 rz4Ns/r/oNs
1 e'_ —
/6
a
1 _
51
L'
i
/
6' Mr' r01• —.
ZQI
fi
row° ___Ca!, ---= 9—_ ROC
1 Curb 1� s A4 006000 0 pO.0
/ a Qao 65
�> otlon fir Low r�
.y lc 5e
�� _ a—
B,Sy/dr 5,
- Mpa
Cdr
12. 1039371,
IV 125.82,
I' 40034,
x 1;069,100
G
_LeiffEe L°sen'eni
End
'r
Al'bi
M.B.G. ;579015 � ,61.9S for ac M 56r/4.00ROT.
s rid C
z3a5J
ZO'8e„ch`_
5l ,2
11 1'4b93
--- fop of Cat
A411/A4
4 43°2915"
r. 997.!5' ,
L, 1099.61
X
Y1
POjAII Engine,
Dale
Design Engineer
Dore
Approval Recommended By ✓ it.
d, rE
n•
i A ' . .',1
S.
3-1- 1
Slope £oremen0
r62 oJC5
.21.79
0'
•
/f. l End P. e `
nun I
a wl
-+v
g,0-203
5tOC
is Petal/
Z
/2
4 O'pcb. 24./96 _
Curb
4/0 4'1 660
.44 67000.00 'VC,
•41,00 —
41.1.6.11.1ze571 fie
/Nf
Toe of •.Y/
1.C. Di
'^ x/02 Lino,Se
MO nr 00-P - fo`
\\ M Z.19.3dP.Or. I
oe39 E ros.13 } \
41010' £ N.04'03+15 "0M'
8'Sh/d
S/0t/bni
vn
Ship as designated \
\ by Engineer.
See Typ/ca/ Section
•
\`,
\S,
\ Op
�\
•
\
Notes
A// Pavement shall be Asphalt Concrete
Toe of fill k Top of Cut Lines shown are
approximate only.
P/ace Fog Sea/anal/ A.C. Surfacing
as directed ,6y the Engineer.
® Structural Section Type
A' A/1 ties to Curb Noses are to Center of
.5' Radius un/ess otherwise noted. Radii are
to E.P.
Topegreply tier orient:Mon only
'q. '
3A7,
rte. 76664 ,
s
4/dr
CONS ,UCT/ON D£TA/L.5
Scale: /1aQO'
FORM WH23,.---PF
COORDINATES, BEARINGS AND DISTANCES
SHOWN ARE ON THE CALIFORNIA COMM
INATE SYSTEM ZONE 3 MULTIPLY
DISTANCES SHOWN BY / 0000696 TO
OBTAIN GROUND LEVEL DISTANCE&
N
N
o! sz c16
/'i�ytLne
-Et Ti,/co/SJ.-ton f> •
-
x Lint 4 O'
H� _�?Ir TyF\ fa�ti'� iocaton
{
Strip os designated
ps
LI
tri` 41
6y ery neler
See to/co/sec/ions
c,l
1 \f
4 tiff
,Wn,
WO'
d
T. 9G./9'
G. /92./6'
I I / IX 6170,6/d224
I I / LY J79 /34349
1 I /
I\-, ` il
\'//
\ 1
\
\..---
/
/
Prow, Eny.nee. De, .I. , ,, 1 D . I ler,.•-• „e" Rr I 1
1
1 1 1 1 1 1 1 ACCESS PROHIBITED
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
• s
'PP
Try
_ X F,169,iDo
ti
t
CC/Z/1 At /GNMENT DATA
No
Aodlin
Os/fa
Length
/
/ODD'
06'30',1"
//3.6/'
2
000'
OOP eel' /3"
19/4'
C2
se` __ .820
`` Y3- 2-3
a------�. 411-------10:s52 ----e-__ Toe OFF%/
ir x �
57-0- CL/A9 FL WI
e
-e h`
Q E V G4'•T-ES
Holes
41/ Pavement shall beAspho/f lor?cre%
roe f/!/ Q Top of Cu/ L/neer shown ore
oyoroxiinofe only.
P/ore fay Sea/ on oft A..C. Surfgcing
as o " 'led by /he Engineer
® Slrucluro/ Sedan Tyoe
it, A// fits t0 Carb NOses ore 10
center of radius. AI—di/ore fot-R
Tapo9ro hg far Orientation 004.
Spec/a/ Treatment she//eras/57o/
sail 51eri/ont and colored rock seal
see 44ecia/ Prv✓isions
••
�i
REDUCED PLAN
USE SCALE BELOW
. 4 1 1 + 1/ 1 1 1
3 INCHES ON ORIGINAL PLAN
C
4 POT 2/-A
0!2.70
379, /42.59r_J
CONSTQUCT/ON SETA/LS
Scp/e. /" d01
J
9A
/31 4/
FORM W1127A- 'F
als. MO.I STATE
FEDERAL PROICCi NO.
'Ma`
7 CALIF
CC ORDINATE&. MEANINGS AND DISTANCES 1 1 1 1 1 1 1 ACCESS PROHIBITED
9kOWN ARE ON THE ewuqroRNu1i e011a FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
flume SYSTEM ZONE J eauLT7LV
ou rANese SHOWN ertexp496 to ACCER3 DETERMINATION, SEG RIGHT OF WAY
OITAIN &ROUND LEVEL DISTANCE& RECORD MAPS ON FILE IN THE DISTRICT OFFICE
04
SNt
92
/o/
7//4. AX
/0.8 /i5
•
Ixlr..
1.9 Z92
ti
REDUCED PLAN
USE SCALE BELOW
1 0
1 I i i I I I I 1
3 INCHES CR ORICIHAL PLAN
Tirs .7"ELLeSEVSTBE'elERS
I l i I I l l I I�f I
.5h
Notes -
e. -
All Pavement shall be Asphalt Concret
Toe of Fill It Top of Cut Lines shown or
approximate only.
Place Fog Sea/ on o// A.C. Surfacing
as directed by the Engineer.
Q Structural Section Type
Topography for Orientation Only I
I
I Lit Li I l =
Too
ry
„-0)
_ -- — 4C Oboe
-- — -- L/i/t Sow rootio/, fiorzs for L- ocation
P,ofecl Ergmeer Dote f De..gn Eng,neer Dore Appro.al Recommended By Dame
1 I II- N >< I It
Fein&/ fa enter ze lanstrucf
P/ace f/7/ fa E/rv. 44:30'-t
as direcfe4 ,6, y fhe E/vine r
-7-
•
s
Toe of h//
NN A/79e Line, See Typteo/Sections foe Local/on
.4C O/ke
erShine
•ta
/
.i//,66,
Strip as des/gnafed
o " f r by the Engineer,
• lv see Ty/wen/Section
FFC .----
v.) 5'sh/dr -
a 70000'
4. o°1600.
T Zt0.7/'
L. 529.02'
�.�►,577.2 G
A.C. G.
,resaVla .March 21 /966
f� f -"P"fv
=_404,08
•� �Ih
%F of cr/f
C
/,l r9,d/6.7.13
Yiga3/1.76d
95
CONS TQUCT/ON 1117;4/%5 -
Scale: /"=•d0'
/3464/
FORM WH21A ^I
0
/l/afes
4// P01/0"77P17‘ shaN be Aspho/t Concrete.
roe of /V/ 4: Top of Cat L/nes shown ars
approx//rate on/y.
P/ace Fu1 S2'a/ on a// A. C. Surfacing
as direc"ed 4y She ,e/.:9ineer.
AQ Stracturr/ Section Type
r,,,,,,i /?esurface, 0.08',W» AG.
*A// Ties /o Carl) Noses are 'o Cenfer 1
of9'Rexhos,un/ess afherwiseno/td.
Radii ore io E R
xi�iaooc_
Special Treo/mcn/sho//
Consist of s7o,/ S/ep,/ont Co%ored
Rock Seal See Species/Pro✓/signs.
Topographylor cnrn/ation only,
REDUCED PLAN
USE
-t
SCALE EIELOW
PLAN
A_..p,c_I F-.commenreA B
RCC//Jam
C441,2" ,4Z /6NMI NT 0,4Ti4
/4. Aediw 0e/to Length
/ /!o' /4'04'!1" lg.14'
2 _/00'_ .I'_ As. 9W'
3 7' G/rs 73.5
4 /!OT �. '?e 44'' 49.17'
5 92' 66'.!/'/G"
G_ /20' 13'$7'14" 1/3.0/'-.
7 /&-; "cc'"9" s4 %s
I 17' 96'06 J5' 94.60'
yam_- /c'14'J9" 646/'
/2 /00' 12'31'39' 9/ 70'
-V WO' //'6d'PS' 61.69'
7.f.d/'
/5 90' 71'/4'/0" 1/3.47
/G_ /11' i'0d//'feK 49•.
/7 1e1' 1/'35'13" /07.42'
41(400' _ 01'1/'10' 124 6A'
/ 190' Jls<6'.49# 1=/431'
ZO 3;995' 44'33'3/" ZAP
v.
SEs STATE
7 CALIF
EL LNAL YNUELLI NU
1 YEAR I No I 501105
CEARDINATEN. SlARINOE AND DOMANDE,
SHOWN AWE ON THE CALITON}DA COO.O
I MATS SYSTEM EONS 5 MULTIPLY
OISTANCCE LNOWM SY/OCG069$ ro
OBTAIN GROUND LEVEL OISTANCEO.
Xla
1. /do'
a. 291'092..1•
L. 771. 7! '
Yle: o1-7cL
4
yr !`On�prM
47'
Irk 6'
.S719r\-
c+
1
eyar
74
FA7.10t / CC
al 40.0 L7,O`arb
color'? l0%
b4I / a �• `a ▪ N.
low i S9 `s6'
oo,
04
SM
101.
92
/0/
7.4X/9 , • 3X
/0.e //,
A..Ao.LP _ .Lfei ch 2/, /966
20
+RIYk
292
//r 77.63 P.C.C.
it
�l` by t1'ol
/as- .i - \
[, e43? \
)- eip
4neE S a/ E
Q,_.. J7.5rypitf/v ,sue. Locaf%. 7j 1. ,• ,
APO,:(- —& -,
siei r ' ?h?d `l'�/'ifcloiir ror Loco
'AM 4 /0.509470/R44
—IYO/ LW"— altare.id"L foAr",t
_4enfor/
/ / / / /
44/ 9. Fen
v
r /♦ /i'3,Cu,
E Curb
,sfurb/
CONS re CT/ON DIU/Z S
Stole. /"sdO' liA�l
13461,'
FU..A WHS ,,-PF
.L. na A reu!n rnu..., nu
7 'CALIF.I RL
'TAP I nn sorer.
mooroogil.=V1.111312.3t MILL.
CO7R W N VIES. RCARINOS AND OIITANCRS
SNCY,N ARC ON THE CALIFORNIA COOWO.
IRATE SYSTEM ZONE 3 MULTIPLY
INSTANCES SHOWN CV i, 04100636 TO
(WAIN (AROUND LIVU.. DICTARCIO.
446,600
/s
e
a1 cam^ y
'SSh/c
S �hra�
'�N�nys Cine
N. 00°// iB"L, WO/ byam at�v
l I! I I 1 ACCESS PROHIBITED
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
Top of Cut
•
f'Sh/dr.
I Q./ '
ti 4..J•4f''�- %
r\ -1 T Jett' Rb '. 76„e/' n.
ko,sz.1`-
- *?1'� !
Arc /f/. sbr/.
B2 Cur4
47/1/4-.
7 N09.10/GE
e'
Notes
A// Pavement sha// be Asphalt Concrete.
Toe of F/%/ & Top of Cut Lines shown are
approximate only
Place Fag Sea/ c+7 a// A.C. Surfacing
as directed by the Engineer -
:I Structural Sect/an Type
Resurface, 0..08'Min. A.C.
* All Ties to Curb Noses are tc Center ofRadus
Radii are to ER
Special Treatmentsha//rorsstaf sods/err/omr'
& colored rock sea/. See Soec/a/ Previsions
Topography for Orientation Only.
hope Engineer
Dale
D.rpn Engineer I Dole Apr.o•ol Refommenlleft Ry Dote
I ii M I
1�t�iso
'shidr
N
\\
trOr
Q. 3600'
d. OJ°J719'
1//.tD'
L, 1121/'
X Ill. dI
/ 7
Exist'
en t
do not
CIF
/d t✓rh
ConArnsr Irritp..
pv
c
REDUCED PLAN
USE SCALL BELOW
I
2
1 I I
3 INCHES ON ORIGINAL PLAN
9'Sh/dr
Remove existing Raised Bars
/..../ / / / / / i / / / / / / / / /
CUQ/'1 ,4L/GNMENT DATA
�- ._
No,
ladiu
Dg/fa
Length
/
/SO
//•ir 16'
JO.$1'
2
/`1 ''
/J'7,1^41'
.$5.0.1
.7
_ .1*1f.7'
0d'1 :t'/'
J11..'J'
AffI..W'-
0 y' /
Conform to Ex/rtp.
9n dr
6
Conform to
E,/atp. PPS
¢!i
STD. CC/4�9 1.Z.4124-
11 r/� , I
CUQd TR.4'NS/T/DNS
F6
49`
/
/
04
SA/
92
/0/
7.4X/5!
12,2//4 •A'
/ae/a.
NNW
NO arec
2/ 292
.2i, /9ts6
/
9
///
conform,isdtV t✓t.
COMSTAlCT/ON De2;4/LS
Sca4,. !'.40' V 9
134641
-CI'el %,R:3,1 sr
STATE
FEDERAL PROJECT NO.
7
CALIF.
F4W. DV
I SNETEfs
x
x
x
COORDINATES, BEARINGS AND DISTANCES
SHOWN ARE ON THE CALIFORNIA COOED.
INATE SYSTEM ZONE 3 MULTIPLY
DISTANCES SHC WN BY / 0000696 To
OBTAIN GROUND LEVEL DISTANCE.
I l l l l l l ACCESS PROHIBITED
FOR RICHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RIGHT OF WAY •
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
ea' o�-ed�
REDUCED PLAN
USE SCALE BELOW
O 2
CHES ON ORIGINAL PLAN
N
Confor
40 ',
#move Erisf'9 L',/eh
et /Wafer//1E L'orsiroof
NIl l l ew l Gal l ve nI / I en/ QQ`
r V
' 4:1
I I
ke
•0
v �
24 i
a s
,,,e1"::::"..- -s
miry .r.. • �`,''A
< h�
c-,..
-' e''< <C
q- 6
,c �3,
CU4VE .4L /GNMENT O,4TA
No
Rodius
Cot/fa
Length
/
300'
—
/50'Y
2
500`
— ..
78/
3
SOO'
—
/15''
4'
SOP'
/J'S/'0/'
/2/.35'
5
1i1'
/9 /7 '20"
4.4 51"--
6
70'
49'01'20'
W-
7 7
SO'
97'O2'dl'
_19.
— 1169'
6
5.1'
79'20'05 g
72.0/'
9
90'
56'/6'03"
/13a77-
/0
S00'
07',51'31"
1/17'
/I
150'
07' '
52'54
_
6%9'
-2,T-
/2
576'
O2'/6'40"
1J
- /3
SO'
96.04'20"
5/.55'
/4
574'
/2° 14'56"
/2772
/5
066'
/3'22'/4"
/51,54'
/6
200'
/4'49'17'
5/ 77'
/1
50'
67'01'57'
50 J .
'
/9
20'
/o6'92'/0 ""
37. P'
alga TR,4N5/r/ONS
5'
Notes
11// Pavement sha// 47e flspha/f Concrefe
roe of Fi// l/h1S Shown
a,gororimois
P/ace Foy tea/ on o// /1„C Surfaciii9
as r/, racfed oy the Engineer
* A// lies fo /s/and Curb Noses are to Cen ter
of 3 Radius, un/ess ather s' jenofte .4// 'ii"
are to Edge ofPaadmenf.
Topo ropily for orieneot/on on/y
57ruatura/ Station Type
�' "''� Aesurfoce OOB'ipb . A.G
Spec/a/ Treatment sna// cans/sf of Soil Sfer/%nf
Co%red Hoak Sea/ See Spec/o/Pravr,'s/ono,
Or,
Conform
.41-0C eh
4.
0505d in
Curb 9$se,
P7 SJI
*07.66
19„
.0,
N3
*27'
07/.AF
*1/
A2'
To47ercc. —
'F4
•30
'50
*0'
Conform
-/6'CL-6 dale N .
!reale as 0ie<fed \.
by file Engineer
04
.11111,
SM
MEG
92
/0/
11 .11
7.4X/R /a, 7,
s//P. 3X
/0.9//i.6
22
292
./,4rrh .2/ /966
/
1-R/li'
__ ____ er/d9e 11-/91
hlorina Lo9aon Bndye
!It
+`11.03 ter Arfii/t J(C Bridge Nom —rte
N.5/19'1'1 I fR LINE
i! ?./' 2 ?O,O/' 5
3 /Z ;Toe eiFill
,4.
CL G Fence -
C/ear, Grub, F'//from Eev 3.01
near Ajar no Lagoon fo r5.0 f near
Noefo/, 5/,
T/Q
Y�sy)7
CONSTQUCT/DN DP:4/LS
EJcC7/e: /ea41'
Project Engineer
te
Design Engineer
Date
Approval Recommended By
Dote
/34647
FORM WN23A—PF
POST 11111.11. --TOTAL
•
x
x
/;
/
�mcn�
fJ0 6i -
E J
mo
Ntfa
O •p
:' See Sfd.NemA79-4
for 418.6R. offsst �G.• 7,4'0%
,nounl`in9 on curb of
, end of bridge
6P'
RVi \
e
Pare w/4.C. over bridge d
deck within 1hrg area • }\' \
See "FR" Lino 3 pks/era f/on` I.
r' _
diagram for detoi/. �`
Sloe
fisofilfir
COORDINATES. DEARNESS AND DISTANCES
SHOWN ARA ON THE CALIFORNIA COORO.
INATE SYSTEM IONS MULTIKT
bIETAHCES SHOWN or/. =696 to
DETAIN GROUND LEVEL DISTANCES.
9
270
-'4
2
1 1 1 1 1 1 1 ACCESS PROHIBITED
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RICHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
41 /feiiI
,leaG. R
Notes
4// ,00v¢manttho// beAipho/f Concrc?e.
Toe of' ,e/// Linea shown ape
op/pox/mote on/y.
"Voce fay See/ o/7 o// A.C. Suifociiyy
as d', ycfed by the Enyinaer
® S/p cfupo/.5ec7'/o,7
7bpography for orienfaf/on a7/y.
r� fo
Alf'/ f
x
ry
6S.-6
enc
04
SM
92
/0/
T 12 2//4.3x
/0.8 ///.5"
March 2/, /9A,5
cyan
23
2.92
wrT pw..CT
L.,n.,znoe.Ie.re
r./y
/?oo,
T .30 "97-OQ..
L.
6p? B6,
LLU -LL.J_ LI1 Lt Time w 4 w31e 111�-
+'/4 49
/S•
eblek
strut e Lin‘
Haig
.S/vPc Eo ` and L/�
To-fi/� f
Cm'f fine/Cou fr
,l.Gecrew�
l f
CONSTQ(JCT/ON 0124/L 5,
CONTOtJ/? G,PAO/NO
.QOlJGH GRAD/NG
Scale: /":40/ ZB
Prole& Engineer
Dom
Deagn Engineer
Dale
Approrol Recommended By
Dam
RtVISRIN VArt5
-z
/34641
r T FORM WHH'3AYOF
1014 µ
It
x
/
She EpsemBnf
��o�S/off
Sfruf Rimy& Lin&
rte.
R /200'
4 26-470q"
7.10799'
602 86
B9 285*75.29R0.C.• /
SP 104#00,00170.7,
Proles Engineer
Dote
Design Engineer
to
Approval Recommended By
Da•e
'6532
57'
4
.— Ati
COORDINAT SEARINOS AND DISTANCES
SHOWN MPS ON THE CALIFORNIA COORD•
1NATE SYSTEM ZONE 3 MULTIPLY
DISTANCES SHOWN STE. /, 0000696 '1'D
OBTAIN *ROUND LEVEL DISTANCES.
2:1
9' 9' �' Ei
5D3
R 22e0'
4 04°//'47°
7 83.53'
L /6700'
X__�,4 ri_f 9
99/ 59z. ZZ
rpy
R 9477'
Q 0/ °/6
7 /05....38'
2/075'
/
a
a
J 1( I I I I ACCESS PROHIBITED
FOR RIGHT OF WAY D. A NOT SHOWN AND ACCURATE
ACCESS DETERMlNATI':,N. SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
809 290* /9, 20 E.C.
9
AN
J /
/
ogbA
U3+
R 9500'
4 57'//'/2'1
7 5/95.57'
L 6/65. 79'
E__.050. /7
Y 3971°0. 0
REVI§ON DATES -
t.
t.
!O'Sh/dr.
604 286#950/ B.C.
2
0
USE SCALE L'ELOW
0 1 i i+ 1 I? 1
k 3 INCHES ON ORIGINAL PLAN
MIT
04, S$f
/466
No7`es
47/ Rare/vent sha// he .45fho/t Concrete.
,oe ateFiji L Ines shown are
cP'reX%n7a7'e On/y.
/Voce fog Sea/ on o.% ,4.0 Svrfach y
9' as dirc7`ed 6y fhe 8ngii7eer:
S757/c7‘ra/ .sec",;:,/7 Tyke.
47ograohy for Orienfa/ion 0n/y.
q
6 N
W w
o wy
4 04
Iti
IQ
Sf�u/u/' :Tc? ZLine
4
CONSTJ2!/CT/ON DETA/LS;
CONTOO, GR4D/NO &
02,40/N6 EL 1 d7/ONSO
Sco/e: /"°40' )
/3464/
'ARM WHZ3:. .:.I
1
147$6,0
ca
.i
v ` 4
Slope fosery;
Date
Design Engineer
Dole
//
Approval Recommended Sy iI Dote I
TE
Q. 9523'
d. 0/26 :96"
T. 1/9.95'
L. 239.89'
X/47,x., .9./7
Y3977 py o
71. L/NE
502
R 9550'
d 0/•37'19'
T 135.19'
L. 270.34'
X1,470,167,9/1
Y 595,171,714
S c/n.y L/ne
e 4'
Toe
COORDINATES. DRAPINOS AND DISTANCES
SHOWN ARE ON THE CALIFORNIA COORD. q
IRATE SYSTEM ZONE , MULTIPLY
DISTANCES SHOWN aY/ 0000696 m
*STAIN *ROUND LEVEL DISTANCES.
1 I I 1 1 11 ACCESS PROHIBITED
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION. SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
B3
R 9500'
4 37'll'/2"
T 3/95.57'
L 6/65.70'
)47&05Q. /17
Y 397, 790.350'
83 L/
\
Bbl 292734.08 EE.C.
CL -6 FenceIZ
'DR
I OD/ 256+92.09 B.C.
It I s 't-".
REVISION DATES
DIST
04 SM
couRry
ROOT[
92
/0/
GILD —TOTAL MOM,
7.4x/9.7
&V
�pz//43x 25 292
/o.8/// 5'
/49arch
.2/ !966
/Wavy 131;117c; .-m
•y
T _ _ ni cline 1 1 n3 -
SDI
3000 n
C 0e/9'52
/1144'
226.75'
x! 72 b
357 ego
Notes
,4// pavement sho// 'e ,4spha/t Concrete.
Toe of F/%/Lines shown are
approximate only.
pace Fey Sea/ on o// ,4.0 5urfac/i7y
as d/4cfed by fhe Enyinee/-
UA 5fructuro/ Section ""yg&
Topography for Orientation Only.
% CONSTRUCT/ON OET4/LS,
CONTOUQ GQ4D/NO
GR,4O/N1, ELEVAT/ONSO
SCoYe r /'= 40' 4B
DY '
/3464/
FOR:: WH23A-Fr
,j1 1,. STATE
FEDERAL PROJECT NO. P`E[AL
'27 ;yak
1V
X
445,,4a • 9.
3
LS/ra1` Hiiyr L�he
Hngs Ling
Notes
4// Pavement she// be As/Mali Concrete,
Toe of Fi// Lines sown ors
approximate any.
Agee fey Sea/ on a// A.C. Surficirig
as drecfed6y fhe Engineer
l Structure/ Slrfion Ty/e
Extra Surcharge Embankment Area
TOpognvphy fbr orienfaf/on on/y.
COORDINATES. SSARINOS AND DISTANCES
SHOWN ARE ON THE CALIPORNIA COORD.
INATS SYSTEM DONS 3 MULTIPLY
DISTANCES SHOWN STLOOOOS96 TO
OBTAIN OwOUND LEVEL DISTANCES.
T,o fti/
C4-6 Ferree
7
CALIF.
1 1 1 1 1I ACCESS PROHIBITED
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RICHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
REDUCED PLAN
USE SCALE BELOW
0 I I I , I 2 I I
1a 3 INCHES ON ORIGINAL PLAN Hi
S/o�oe ease/nen,'
-I-
Strut Ni'9, L/nv
—gr.-14;75e Line
,-
1
Be LINE
COWRY
04 SM
92
/0/
NCO
aero
r.4zIi2.2//4 ax 26 292
/a.8 / /AS
C
N. 51'IS'Si* "E. -- ' 5h/dr.
000
4393.16'
/NE
LStral.yirTgs Line;
-- Z.yy
BD. 19509/. BBEC.
s3'45:eerg 295/9/I9Par 3•S
Hii�ys Line
Toe f/// --I
C4-6 few,"
Strut / Lmv
f
3/o/oe Eose,r,eAr,
dee Grady Sht 6-S
far confourgraa'ing a,
of fW /0>✓20 ROT
t
At- 420
41
— .L t "ge C/aa
/NM
R/
1
�4�Strld�_
� — S/o oe Eosensen/
10'51,/d, -
Remove Unauitob/e
44'. a6ove a/ev 02.0
i0I
R. 4000'
A. Os'//'rie
r Bf57'
L. /67./O'
‘,;
O
4i 'by
Y 0040-
3ti
• ti
7' FO LIN
N Curb
.Show/der,
L/NE
N5e45'55'E.
2093,26'
av L/NE
k
tli
Appv..IR•comn,w.dia M
*Cup')
FL7
t!r I l r1" 1 1 1 R I I 1 n 1 1 1 T'T7T ! 1
S/mom 0.1- 41/Ildw T— t rim • FY/ --- _ -- _---------------------- -----
h
See drawing Sht. G S
for co/751,-44-14'1,i ofenaivament
6'J*2'06157PO.C,
47if. 6IlJ/ '7916 Par -
0/6•0000 Aar,
CONST,PC/CT/ON DETA/LS =_
et 624D/N6 ELEv,4T/DNS
Sccile /a= 40'
P.ohci Engine, DeN
Do gn Eng.nn,
L
z�v a-TV5
/3464/
room tion11
omp
COORDINATE$. EEANINOS AND DISTANCES
SNOWS ARS ON THE CALIFORNIA 000110.
IRATE ZONE MULTIPLY
DISTANCES ROUND LEVE STASHOWN SY/ y1ywL N TO
DETAI
11 V I I I ACCESS PROHIBITED
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
REDUCED PLAN
USE SCALE BELOW
0 2 3
1 + I I I
3 INCHES ON ORIGINAL PLAN
ti
b�
e
e
51i
Ci
20
/2
9� b'
ft'
D'29404,
•
� b, z°?lo4°'
402
x-30
—
/N
01 Cart.
B4 Z/NE
/0'.fh/dr,
04
R. 7300'
4 . 10'34'0,9'
7. 01. 71'
L. /343.10'
f awforin
•♦
444
32'
FL, 12744/.41 RO.C.
PC 30001.7/
7
50'77/pe 5 Flare
34 31705b.03 POC.-
FC 3/ 13.55 AO. T.
FC e!'
R. 49;54'1
D' 00.93'
. 1065'8
g1 p0 Q.
36,, I.
1.4
ceoforir
CO/.
R. 500'
4. 15.50%0"
T. //4.60'
L. 123.46'
X /,404!,00.0
Notes
fX/bf ,S/o I
ro
to
STATE FEDERAL PROJECT NO.
7 CALIF.
DIEM
04
SM
MOVIE 7.4X/.R •
92
� 7,�,.1.sx
Aiorrh 24 /Q, .4
won
27
CZ/RI/E- ,4L/6NMENT DATA
rte■
- ' "
j
O
4 -2 5"
WZ J.k
0'
;
/ 790'
•'
/.. ,. ,
/, 2
/50'
•
91/
J' /'
' ,4'
riioo'
ter= "
P. /•
"
W '
/0
/210'
O/• /'- "
00S -41w'
//
/224'
- • -'O "
4/.
/1
62 '
- •i '4- "
4 .. '
/3
/254. '
•/•0 ' •/"
Pavemer'shall be Aspho/' Concrete
Toe of /77/ Li es shown
approximate Only.
Place Fiq Sea/ on a// 4.C, Surfacii�
as d/recled "he Engineer,
.�- See Grading 54f. ' -6 `gfruCfura/ Section Type
• fOr /Bradiis /:71 -his- aria,,, En`ra Sarclarye 8/7,4 ,4rea
Excavate andO,saose ease,f6arf,
Resurface, 0.08'Min. A.C.
B'
41,502.
m�o
hyMeb x i,ryi14Z j CONSZQ JCT/ON OETA0174/45y+w. ,a.. F ^+.gn gh.w. Daft A 144:v.7A
pprwvl E-mn.ww.dd ti Daly
FL!
2. 7450'
4. 04.1067'
T. M75'
L, 317./1'
X/1070X117
Y �llr/�fS 444"
MAL
2.92
ore
•� A// 7.t, h /g/yr/Cwb No,,, ors b Cem(rr
of J',Qsdw,, 4 /,u otherinie nshI/. ,Pah/
ore Jb f.P.
Spec/a/ Treafinenf .sha//co,7s s,Fof
Soil Sfepdant tE Ca/ored.Qock Sea/.
See Specie/ Grovisons.
Topography for Oriente/On 0/71,9.
5Ta C/,Q8 ,e QE
I ' 1 "" -
STO a./.425 r,P,INs/r7O,v
L•
F
G
Tar of F///
530
390
s'
/4,
4,'
FORE WEE M -PP
x
X
.9 84 .93 c5 Sg,f i/9 r 9/, 70 L G
820
34,
off'
�
c''
•
COORLf wAT[9, e[ARINOI EORNIDISTANCES D0110 `R�
!MOWN R[ ON THE C4lIEpq ---
WAY.. SYSTEM ZONE ` ` `
DISTANCES SHOWN ST MULTIPLY
/0IT*NC t TO ^�
()STAIN aeppN°�n o1[TArfc.a.
. �Bv%jBn
4`�'# Gore fhSfO//Ofi°,7
Aso
�� I1_ ACCESS PROHIBITED
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
Notes
4/1 Pavement shaft be Aspho/t Concrete
Tve of F/// L /nes Shown
appraLimafe Ong
P/ace Fog Sea/ a/ a// A.C. Surfac/iy
as directed by the Engineer
Q Sfrycfura/ Section Type
13pecio/ Tr-afinenf sha// consist of
.so// sferi/Qaf and Ca/red rock Sea/
See Species/ Provisions.
s' A// Ties fa Js/and Curb Noses ore to Confer of 3 Radius,
un/serer h rw'ie noft/ 411 Rode%ore fc f P
**Tie fa R•/'RachusonFace of Curb
are
Resurface, 008'447, A.C.
Excavated 0400.Ce Ex/o* arse 511,1:04//79
Extra 5.'. hnige EmbanEmen/ ,4,eo.
T000groohy for Orienta/,on
Propel Engin...
CURVE AL/6NMENT DATA
No..
Aadhue
Di/fo
Lenth
/
8168'
4!'4G 30"
357 07'
2
JOS'
QS's'/6'
21739'
3
57'
!8s '' /9"
4867'
4
300'
0e'5e'/9"
46.94'
5
57
50'08'g/"
79.73'
6
2Q5'
56'67'21"
20320'
7
'301'
EK'O/T/t
a6.4,5/
8
73
32'0 57"
40.96'
9
73'
.32'.355
67.02'
STD. a/A5 FLARE
1
0
45'
90'
570 CC/419 7704NS/T/ON
E D'
F /6
G 49'
O..qn Engl..
Dm.
Approval R.ponm.nd.d ey
\'
ir
/\
REDUCED PLAN
USE SCALE BELOW
0 1 3
11 3 INCHES ON ORIGINAL PLAN ri
N
84
A 7500'
d. /0"1409"
r 693.7e'
L • 4983.50'
Xl481�038 1,
Y,! "T _707-10
a
'2. os
STATE! FEDERAL PROJECT NO
CALIF.I
04� SM
/ \
54 ,317'SS.O,! P0C
1.40[6
•45'
BC66
175
.e0./3
P.C.0 /s1 Sur!
4300
.12.00
'.7446
330
The of Fill -�
4-6 Fence
FLt
Q. 5000'
6. 08'27 S5"
7. IS/.25'
L. 301.40'
IX/49.,,,0140.0/1]
.
14072.2/'
FI!
rE5ttc
SW 4x%a'
92 z e. r/i4.8X
/o/ /0..? //.
ch 2,
er'Sh/dr,
.Seer 6r d"9 5171 6-7
for Regrading /n 11/24 area.
Conform
FP
End
fonts
S.C.
+G/./4P.0.r•
jS,+peas P0T.
39/+36.70 Po. r. -
84+/8.45 R07.
/+ Ai. 33ix.
B
41.3'
Conform
8
CONSTQUCT/ON OfT,4; LS
Sca%e . /"=4•0'
75
/34'dd/
i�AM Wr2S4 PF
CCUIRO'NATmR, SUARINOS AND DISTANCES
IMOWN ANN ON TN6 CALOOSHIA COONS.
JHAYj $YSTLM IONS 3 MULTIPLY
DISTANCE SHOWN SY/ 0000696 TD
SWAIN GROUND LSYUL DISTLNCIS.
J I I I I I II ACCESS PROHIBITED --
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
FLr
R. 7450'
d . 04°31'57'
T 19575'
L. 507, id'
FL
it oteS
,4// Pavement shall bs4sphoh` Concrete.
Toe of Ai/ Lines shown ore
approXimat'f on/y,
Plate Fey Sea/ ona//A.0 Surfaciry
as directed by the Engineer
Slrucurv/Sexfion Type
'Topography for orienfa'Gn on,/,
I�
R1
L /N( .
.4
4'. WO'
C. /O°.14'09'
7 69171'
L. ,38$,50'
N ;4d%117 0,M3j
YJP7 7707"yner
1 LLLL
r
4 /
Toe of fa
rIlinge Line
fi,-- Ag'Sh/di
d'-hou/dori -
CL -
84 L /NE
REDUCED PLAN
USE SCALE BELOW
2
I I
3 INCHES ON ORIGINAL PLAN
60vBE rtz
ti
1 1 111 11 1 1 1 1 1.1...I 1 1 1 111 11 1 111 11 1y1J NIuI
Appraoeh S/obs Sets Bridge
P/one for PoirmeOefoi/s
N 41•//4"(
%
bi t'.
0
Ch
3846fill'
STATE
CALIF,
SM
FEDERAL PROJECT NO.
Ntti I VOA l J J SN.E'ryc_
..naT.a_�?actf4 2/ /966
fa -6 Fines
ri
CZ -6 ,45.ce o%ny
Channo/ S/ope Easem
5
6
FLi L /Nt L
FLs
R, 7547'
T /50o '
L. 300/4'
X/ de//46, 54
5/.599595.
Toe el F///
r
zd
001 it
s7'
Hinge Lins�
30,4e/
Here
O
Flt 3.53r64, /S EC. _
47'Ri 54 i3dt64/.SPLtC
CC
JAPAr 47.s.
•o
— Oredge .i5 -/S9 Q/i.
foster Cif Logoon Bridge
Far Sfr'Kiur, O1 o,Yr
Sir ®ridge P/ar.r
4
i
I l l l u I I 1 1 L I I 1 IV
CL -
/
j4� Sr/doe Mf-1191/1
�---- foster City Coyca 1 /dggr
!er $fraotrre Li►!e./rr
See Sndys Rory —
I I I I T�I I I ITI 1 1 1 1'1 I l l 1Z1 I yrl i i f
R/
Tar of fill
�' Ninat�ii�s
M56R
37.5 71fpe /Mere
:to
e
41°//'46'1'. H
7
54 L /NE
4'Shou/oierr
150
13
Approach Sobs, See Bridge
Pions for Ake/%79 Otfoi/s
Line
�� /O'Sh/dr. —"
!Noise &on.,
Design Engin.,
Approval bcenunAne•d ay
a
Tor o/Fi%/1
�K' r
CON$TA7UCT/OA/ OETA/L,5'
Sro%t••
3-�-
/3464/
FORM WH23A—PF
[r1'Hgow.,Tuo.!EAR,: ;.F. A, L . .1d. I _1 I i I ACCESS PROHIBITED
,,,,, ozz, z, io.1'!'. s ,:•,, :•:r, r f. `,R RSrHT OF Y.INY DATA NOT SHOWN AND ACCURATE
CNarnamcz i.NOYl,..3rr; 4,:nk jc:;.'. I•& ACCEOU DETERMINATION, SEE RIGHT OF WAY
A,va,rcx, .in qt. a:: ret. E... •.. .. . 1'. t'n't r ;RO MAPi' ON FILE IN THE DISTRICT OFFICE
PIM. STATE
7 CALIF.
FEDERAL PROJECT NO.
LOP
SM
ROUTE
92
Homo
04
/0/
4x/9.Y,
/2.2.r/of sx
/0.8 / //. y{
30
29)
E,11)11CICT. PLAN
L SE j3ELOW1
Q 1 2 3
a„ ' IC1ES o -1 OrI1GINht- PLA11
:Y}Z'^-SSP. 1'^. J.fc': ISalYr.S'ZZ;:iflr 2 flrT'�
p.Hd Enpla..r °Won Enolo../
Deco
Approval Rwem„..,d.d H
P.aT o -g
A
Y.J914e5.d/Ai
Toe of Fi%/_1
~See Shea, 0-105
for Orad/i7g/i7/h/s
Area
NM47e G/ne_( .1f4
/O'Jh/dr.
No
M.B.G.R. 50'T e9F/are
54 L/4rE
-17777r1
N.1
2824.72'
h
i
;
i
tf
ti
re
o
'h
/O"Sh/dr ---'4"i..�.N
Hinge Line --1 '‘ft
C[-6 Fence
Toe ofA7/-7
Nofes
41/ Pa'e/ne/7"J4a// be Aspha/f Concre/e.
Toe of /i// Lines shcon are
oo,orox/maJFe o/p/y.
9/ace Fog Sea/ ors a// A.C. Surf ciry
as direc' d Gy fhe Engine,
QA Sfrucfura/ Section Type
Topoyophy for j,/"/"C/771:77/017 o'/y.
\,,of
:3'
W td
...>N.__M.vrrfh 2/ /Ofih
END OF PROJECT
STAT/ON B4 362,00.00
See dhlfe,
o ni ,Orediy /n 1fiis
area
CO NS IReiC7,/ N .^4-T,1Z .r'
/14',,47
T
�o
COOMDINATTOI. [[AMNO& AND DIWIAM:t&
*MOWN ANC ON MR CALIAONNIA COOND.
(MATE /y&TBM rON. 3 MULTIKy
DIiTANeES SHOWN &y LOOOOG96�
DWAIN WOUND I CV . OIITANCI&.
1 1 1 1 1 1 1 ACCESS PRONISREO
PON R10NT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RICHT OP WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
NOfes
4// Pavement sho// 4 o,4a/f Cancre/e
The of F/7/ Li/7e9 $hown ore
oo/oroz./male
P/ace Fry Sea/ on a// 4C Sarfaciny
as directed by the Engineer
® 57'r -ac -fora/ Section Tgoe
rife I
Resarface, 001'44/n. 4.C.
Ob//([rote Ex/sty 43v'menf
A// f/.Ps fo airb as are to
center of rack/S..Padii are fo E. P
Spec/a/ T-ealthenf shaft ean5/5/ of
so// sieri/qnf ona co%red rack sea/
See Soecia/ ,raisons.
Topography for orisnfotion on/y,
7Apporrnf C1 Cins =
>T afe,r/sty' Medan
Prolecl Engineer
END OF PROJECT
.57A7704/ N5i 7927'00 POT \ 00
1 1 1 1 1 1 1 1 1 1 l I l l l l l l l l l l l l l l l l l 1 1 1 I I I 01 1 1 1 1
REDUCED PLAN
USE SCALE BELOW
0 I I i 1 1 1 I 1 I
ryI.e 3 INCHES ORIGINAL PLAN
(R/W
1 1 1 1 1 1 1 1 1 1 1/1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Conform
/VS/ 791,' /134,
Ca 791,'/2. 6/ /Pon
X /,9Ba, 737 2/2
r 317 442.473
o
7
SAYSHORE FREEWAY
7
4550'
COnfaim --�_
535_/5 'S7
ROUTE /0/
3
7osoFF//_ ______
�--- 0 5h/dr ----r
Exisf9 E; p`7—�
NSi L/NE
-- Conform
- eSh%t7r. - -
Toe o/ Fi%/
7"-
— -----7
�o�
( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( I l l l l l l l l l l I I 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I l l y 1 1 I 1 ( 1 1 1 1 I F 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 4 I 1 1 1 1 11 1 1 1 1 1 1 1�;;,L 1 I 1 1 1 1 m
t 41, RAN-, A Ec
R. 3000'
NI
a Q R d. 02'1547" i
0 + T. 63.62
o
L. /?7.ZZ' '4
tti t% >
7
7-R/W
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Nt t4 1 1 1 1 1 1 1 1 ( 1 1 /1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
v sdi39 -----
--__,-•?./
_------- 7ae_o! F//r �__-
- -0/OGe /�l S.0 L -
6.
S'
£x/:f'y E.P.
7
. • • •\\�.\_, .
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C2 799{OO.00NNo// ,47
14s/, /14.61/
'1'316,01/ S2/
84 Y5h'ORE FREEWAY
• P.
/Veer - -�
Tot O1 ;a
Dm.
Dtnign Engineer
Dote
Approval Recommended By
Dote
\ \, \ \ \ \ \
k
l ! ( 1 1 1 1 1 1 1 1 1 1 1-1"`1 17'
ek
500,
EQ�/ tea$
/Pr Pemove Ex, ,' i Curb ph
{ A Sh/cei & Conatracf ti BO/,'SS.6/B.0
-3773
66'
Hsi B08'2/90P.o.r
G2 801,'1/.9,5//JU
IX /,48/,310.1/9
/316 2/1698
07'
New Pavement
,e45
.E
W0 •
17 r.r 1 1 r 7 r r l i l t l r f l r lei 1 ) 1i, o�'1i' �6f" 9J
R/W� l f i t l l l u l l l l f l l l 1 1 1 i f I f I 1 1 1 1 1 f 1 1 1 1 1 1 1
r.�d.?4
x%*'82z3.9653
L. 72,47'
I f ! f l i f f l f 1 1 1 1 1 1 1 1 1 1 i f C 1'1 ) ] / r-� 1
r 386.862,64/
� � I I I l �,1 t 1 1. 1.1 > >,
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- ----- -- T--- 'f - !-F7 ,4C' rim 51.0h1 -
NS/ LINE
3
-102r2106'6.0
P/. Traat
4','d. Safe /nsta//0fion
Tr'
EP. -
- ,Demo', Ex/F/47, Larb
d 4lah/ A Carrstrucf
•`11.1 s New Pavement
4550'
665
ROUTE /0/
5'Sh/dr.
,%ace MSc.
4'36'/1'57 E
I p
[
reeTMILre—TOWALMOMCr
[x KO
TOVAL
04 SM
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2/, /966
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s
ld
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7 oe CL- 6 Fence
7
k5/ B06,'0788Pare
Cs 106'07914.'1
X/, 45/,545.94®
2'16:4,90.9.747
Tyos cc- 6 Fen<e
4 V
Ex/s7`:9 Ep
605
.12 Cai6
Q—EV A—Tes
jSTD CURB FLARE
B 45'
BT Curb
r//`/T
CONSTQUCT/ON 017:4/ZS
Sco/e.• /"=40'
/3464/
FORM WY123/, -, E
x
x
x
S. NO,PFOLK Sr 9
Conform
EN GO035.58par -
NF 9 tg7.O0 Par
NF L/h'E S, 9S'100Y" E
"J4 75 / 0
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.4/6eurb N.- 6Curb MN. �$
I
�
0
/22011157. 736PO.T=
ED! 1/607760 1.E —+
103
R. 300' j
4. 45°0000'
T. /?4.26'
L. 035.61'
x/ 2. i
,85,999..\
/ t3.3b0
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/
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9
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82 Curt,
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Remove Exist* O''ke
0b/iterole Ex/1t'g. Pav
Conform et Repave fv New Ore
_,..—Remove Exist* Cc'r6—
A4e/ Construct
New Povemsnt,
52 00.00 M..
5. ..9.5'49:57'"E. 495.5.45'
1.
,eemovs Exists a Fincc
44* COmsf C[-6 Fence,
AYSf/ORE FREEWAY
Project Engineer Dote Design EnBlnear Dote I Approval Recomme
5'o
/
Ca B/800000
0.2/%ef. /vs,,,vg OD.O0 PO.7•
S°/= '57"E
By Dote
x045 BB6, 07
385, 420.46)1
NSi L/NE
9 4 1/5
EN 5000000Paz,
NS/ 8/3f89.B6 P.O.T.
A
/11
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/
/5. b
P5/,
n /
1,41
/ /
X50' / R.1600'
/ Q. 04°//47'
/ T516?'
L.1/7/9'
W
v
• V
'Pe/nave E470#
Curb
375' Type
eYore
010.00
o
(04
—54004
•
Remove Exisfy, Curb
New Pavement
4—S/ '-.�qT ES
/
o.
•
•
/
•
COOROINATER. ROARING* AND DISTANCES
/MOWN ARE ON TTIF. CALIFORNIA COORD-
DI 0.4 .Y1,0000696 TO
OBTAIN GROUND LEVEL DMITANCIS.
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION. SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
•
•
•
•
•
•
REDUCED PLAN
USE SCALE BELOW
1.1 3 INCHES ON ORIGINAL PLAN
•
•
•
0.
Ce/..Nric AZiaNMEivr D4 T4
CURB TRANS/T/ON
No.
Rooiia
De/Al,
lenot0
o es
roe o". A7// thes shown aro
"%ace Fag Sea/ on a// 4C 5,erlircing
El Stroc4/re 64-//0/7
•
1.
adria
New Pavemeni.f
•
•
•
•
•
FORM VIIH23A-PF
4550' NS, L/NE
.S 35 °/8167 E
ROUTE
MCA
x
x
x
x
//
474f'SHORE
/%
1/0
FREEWAY
✓ CZ -6 Fence '
15h/di
COCMOINATIS, SIARIN0S *NO OISTAMcfS
SHOWN API ON ma CALIFORNIA coono. /
INATI SYSTEM 10141 3 MULTIPLY %/
OIm1C1S SHOWN to z0000496 To /
ONTAIM GAO0NG LIYal OMITANCES.
//
1 1 1 1 1 1 I ACCESS PROHIBITED /
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
ROUTE /0/ NS/ 8/3089.86 P0T-/ y
fH 5000000 Par
6 e/5
'N // �I
N / EH 49-z2.46,' 07.'
/ ELr BZ4 <28:643,0.
/3 for..
h
c[GFir/FCC
R C. Hillsdale5/vd.
✓ �I O.C. dridge'035-/5B
t.v ti h I Conform R
o a EH 4804 SZ P.OT.
a r 61.5Type / F/vre
• EL,° 803 7 ad B.c 1'
Eli 0
• R. 800'
Er/s>'7j E.P. d, /4°//59" W
'OA ! Q
o. 00 T 99.64'
r1vsk j /
ELrl50
( 2V �8 1 I �Iti � R. '
N
., * ' �',✓ `\ +29 - 4. 155°48'0/'
� I L. 669.68'
)' 4 .9,90- 06,11
51,5
pe nnvP Er/sty
•
Rerm,e
e";(47`..4,'n
to
W
Z
W
70
46038.4/E.C.
L' L/N
£M
R. 1588'
4.191/0W"
T.39155'
L. 78097'
X /4B iB�
y ,7 3 760.962
d
sr
R 5000'
4. 0/'4% 09"
T. 441.9'
L.
I� 4
---5p/. 77 -sal.
•1 1 1. 1 1 11 //111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 //
./R/Iv
1
0
8
Remove £x/.tt9. Gur6 Mat%
/d; Consfruc/ New Pavemenf.
"r/ace .416C.
Sp/. 7iraf
-Ex/jt4j £.P.
sty
04
SM
92
/0/
7.1X/2 2/i4.3x
ro. 8/rr.
33
292
AF.ROYw Mai t h 21 /9i4A
\ ,i\\ \ 0 1 4 I fT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1"f
4\ \Rj yy
tiD1QS
4/1 loovement shaft Lto �ispha/t Cvncrn`e.
Toe of f/i/ Lines shown ore
- op/oroyimate only,
P/ace Fig Sea/ on o// ,4C Surfacing
os direcfed by the Engineer
Z Sfrucfura/ Section Type
`L\\\
USE SCALE BELOW
2
1 1 1 1 1 1 1 1 1 1
k 3 INCHES ON ORIGINAL PLAN
.?surface, 0 08' Mr,. 4.0
0h//terofe Exi6fy Povemen)`
Specia/ Treofm9nt shaft co/7547` of
god/ Sferi/ant and c-a/ared rock.
,See Spec/o/ Provisions.
M 4/1 /ies /o curb noses are to Csnter
of radius. Radii ore to E.P., an/era otherwise noted
To?o9raphy for- orientofion 497/5.
CUQ!!E AL /GNNtENT OAT4
.Had/.,J
De/to
Leno0
/
?SO'
SAW e /B"
0m /3'
2
BOO'
04°68'11"
de...S/'
5TD C12Q8 FL,4.PE
CONSTQ UCT/ON Of 774/Z S
Scar/e: /1=4101 3E
P,ofem Engltnes
Design Enyln..c
App,o
.1 Recommended 8y
Date
3 -
A -T
Es
/3464/
FORM 1YH23A PF
DIST
counrr
eourt
TOTAL
ea,
d 4400 -
T /5/.7/
8900p,
eg
97.i9B0
/,
/ re
COORDINATES, SEARINSS AND DISTANCES
SHOWN ARS ON THE CALIFORNIA COORD-
INATE SYSTEM TONE MULTIPLY
ow....SHOWN SY / 000696 To
OSTAIN AROUND LEVEL DISTANCES.
V
W
a
61
i/1 /11 l
1 1 l f l l l C l l l l f W i l l i 1 I I I I l J l l l l l l l l l l l
w
•
-------5--- /e'M, a --- --_ 1
:"
A 8/C» vii
1 1 1 1 1 1 1 ACCESS PROHIBITED
FOR RIGHT OF WAY DATA NOT SHOWN AND ACCURATE
ACCESS DETERMINATION, SEE RIGHT OF WAY
RECORD MAPS ON FILE IN THE DISTRICT OFFICE
r•
/ •?<Tc M•S.C.1 EA($; .
2/,'/T.45MON,=
ear
X1482,4/6.5751 Y 384,671.859
Remove 1:44 e, Curb
& Mof'/. et Construct
New t' /Pavemen
/dart y * 013.46
•',Pe/nove ti ist� C.
Pruden EIgMOA!
9
41
9.lS % ;s7B
77/92'
J
�+- Confor,n
J00.60
7"E
/VC 4/NE
K
ti
w
ti ?000'
EC
m
I�� d. O •?7:36`
ti \ 60 4/,
/ :r,
L. /80.78'7
! I I J N.
l l I I I I I I l I l I ITI 7I I I l l f
E /---
.5 /. Treat.:
4
1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 'I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Notes
A// Pavement -shaft be .4spha/t Concrete
Toe of /i7/ [roes shown are
approximate on/y.
,o/ace Foy Sea/ on a//,4,47 TSaifociix�
4s directed by the Engineer
Str/r:taro/ Section Tye
Resurface, D. D8'Min. A.C.
0b/iterate Existg Pavement
40, A// ties to a/rb nasei ore to
center of,fOd/as. eaai/are ,'o EP
SPecia/ Treatment Lsha// cons/s/ of
Joi/ Jteri/ant and Ce/tired rock seat
see ,Spsc/a/ Pra✓/$i0n5.
Topography for orienttr On tiny.
Doe
Design Engineer
8/ Curb
Type C/6 Fencs
4550'
818
x/,
1
GORE /nsiv//afia,,
82 Curb
1
USE SCALE BELOW
I I i I I 1 2 I I 3
3 INCHES ON ORIGINAL PLAN
Ni
II ; 1 1 1 1 1 1 1 1.. 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1
_-_-_ Toeof/VI r
e'ShidA --
Ns/829, 55.06P. 0T. i
Ca 829157.92 Mon.
BAYS HOR E
Eth4'.
NS, 4/NE
FREEWAY
04
SM
92
POTT Y fHTOOTAL OROJACT
7.4072'/,1 8X
/O/
34
292
APNIOVm
Alloy N TAIee.,elAm
AiRrrh 2/, /966
1 1 1 1 1 1 1 1 I. 1 1 1 1 1 1. 1,..1 11 1 1 1.1 11 I 1 1.1 I I I !d
• II �e
Cori%rm ill b
-------_-- __ E.risf%' Toe ,
-� --- _ o_f_Fi/� N o1
o
�o
r
ROUTE /0/
z
1 1 1 (1 1 1 1 1! 1 1 1 1 1 1 11 l� 1 1 1 1 1 1 1 I, 1 1 11 1 1 1 1 11 1 1 1! 1 1 1 1 1 1' 1 1 1 1 1 1 1 1 (1 1 1 1 1 1 ` 1 l 1 1 1'14 I1 1/1 1! 1 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 0 1 11 1 `1 1-14''1
R/W
0
h
STD. CURB FL 4,4e
B
45'
BEGINNING of PROJECT
STAY/0N N518321.00 PO. T.
Appal Rso.SW nded By
Dore
II. A. CA1LPd[tt
CONST%NJCT/ON 017;4/ LS
Scot: /C.10' QE
/3464/
FORM WH23A--PF