HomeMy WebLinkAboutRc St Improve Plans 22/1 Thru 22/6 22/1 22/2 22/3 22/4 22/5 22/6Sol, V 0,
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INDEX OF SHEETS
SHEET
NO.
I TITLE PAGE
St FE T
NO.
2 TYPICAL CROSS SECTIONS
SHEET.
NO.
3-8 PLAN & PROFILE SHEETS
SHEETS
NO.
-16 INTERSECTION DETAILS
SHEEP
NO.
I'I DRAINAGE LAYOUT a DETAILS
SHEETS
NO.
18-20 MISCELLANEOUS DETAILS
SHEET
NO,
21 SUMMARY SHEET
SHEETS
NO,
22-29'STATE STANDARD PLANS
SHEETS
NO.
3035 SIGNAL LIGHTING PLANS
SHEET
NO..
36 FEDERAL CONSTRUCTION' IDENTIFICATION SIGNS
SHEETS NO. 1-45 CROSS SECTIONS
TO DEATH VALLEY
KERN -
T'J MIYOKERN.
CO. SAN
TO MOJ.AVE
TO L:AS VEGAS
v N TO SEARCHLIGHT
RARSIOw ErLRINARDINO .,.. w
NEEDLES.. Cr
LOS
YICTORVIf 2.E
ANGELa:3 � A1iB0Y %
co.
I" COUNTY \\
c,
:Ni DERNARDINO ---
^•••�:.• f � • s----•-- RIVERSIDE CO.
J\( THIS PROJECT OO SCALEIN MILES.
Jc^12 40 50
DIST, NO. $I+EtTPROJECT s H1[9T
No. s
STATE OF CALIFORNIA
08 S6d. 695-CR 1 36
HIGHWAY TRANSPORTATION AGENCY S-SG-695(5)
�F PUBLIC" WORKS
DEPAR-I MENT
DIVISION OF HIGHWAYS
PLANS FOR CONSTRUCTION ON
SAN BFRINARDINO
COUNTY HIGHWAY
pAL D SEE NNARYFEnr�`r�
NO. S-SG-695 (5)
ARCHIBALD AVENUE
BETWEEN
ACACIA STREET .4:D STATE ROUTE 66 EAST 6F UPLAND
END PROJECT
STA.153 t100 a '
t I
II a
J SAN BERNARDIh') I_ ROAD z y
II _PTO SAN BERNARDINO
TO UPLAND IF
� r- �. 11
CONVENTIONAL SIGNS
County Line — •- — • -
Bonk or Retaining Wall
City or Town Limits
Levee
Township Lin*
Culverts
Section Line lownshjY�___—
Drop Inlet
Grunt Lin; NoY� whether Township,Seclion or Gront
Trolley Pole
b
Fence — . „— k
Power Pole
4
Guard'Ouit
PowerTaaer
t_1n!ertcad Property - - - - - - -
Telegraph or Telephone Pole b
Right of Way Line ---
Base or Survey Line 3zo ;
Marsh
Traveled Way -= _ = = _`_ =_
a - .,. -.;.
Railroad Tracks
J
a
TO LOS ANGELES
TO SAN BERNARDINO
BEGIN PROJECT
<
STA. 69+00 IIr
O
f E��
BERNARDlwo
COUNTY
ems
t
COUNTY OF SAN BERNARDINO
)w Q •
i rJQe;,,
COWT NEER
Mo CIVIt. ENdNE<N NO ei9S.
STATE OF CALIFO NIA
AS 8 U I LT
L�Y�•`--` �^=���•`�^ D6TRICTENGINEE DI ICT VIII .
NO CORRECTIONS THIS SHEET
APPROVED. SeRtembe 8 64
SCALE IN M L.
0 0,5CIT
Y REGISTERED CIVIL ENeMEER "a
—�J
�Rq,"me
.I End Er;lnm No. 5945
jo
DEPUTY STATE HIGHiYA NetNEER
ISTERED CIVIL DWINM NO. Se30
NET LENGTH 1.21 MILES
N7- W "- ' O. Od-d��/0 4 08029481101
IMF M4.
.. — ter. �. �.1•w .i
i
b ;`1Ix
30x
REDUCED Fil AN
0 11 9
,3 INCHES ONtDRIG ORIGINAL tP'-AN- 4
G
FTMRAL PACINCT M•
L Jmprovr ment --
R�.w .SOUII%bOUnd ,ruNrr m»a, cna M. 9+0e
1 1 . Northbound R1W7m jz.
%�O MlnimunJ 5Q lyllrllm/m MSTRKTK"GINEc. nt�
/'Minimurr7 I t
.'2.2,F Type B flspholl IbrYre ie I ,. Cl._
rCrAL .M.■O[q MC... t t
Fog 5eol Coot -- I-- *'0.04" 6µagn Eroded Aspholf ,bncrele fog Sea /Caat
/�� I / 1 - — CQI`'_' 3( Rc■ITT■■u riias■ ■o.� - fiT1�I'--
/%% - — /4 - --;-F+--- - 12 /' Miermum art
Profile Gracie
° !,
„ y U.d tea` V .p . V.. C7 ..-_ o ..G^ G. ••. �, O' a'. .o .G G O S< • • ■Iw
Base
"ti �/oA.-.�s Arccfd 8y They 1
�rgon«r 1 Cast. Type AZ -B(Mad) Curti
3OI slope.ls O/rected By the Fr!gb7ee1.
Coast Type A2-B(Mod)Curb STA. 92 +69.23 TO STA.98+00.33 /rz.ldr F/a/fepr _ �I
STA. ►C)1 + 75.31 TO STA.125+90.33
D04'OnGrdded Asphalt dorcrete on/ o-
Beteeen.9/a^0614, J6 f' sfn,W 69.z ' TRANSITION STA. 98+00.33 TO STA.99+00.00 —�--
TRANSITION STA,99+55.00 TO STA.101+75.31
TYPE A2-8(MODIFIED) CURE
Scole /" = /. 0"
Sn_uthbound Improvemlent Northbound
j0,
— 5 —'� — horioble
T2, I Foq Scc:/ Cwt
41 6s ,C"¢i' 4;C G'
0 �� type d" .Ispha#eolxrete' I fi' 025T, TyPa "B"Aspho/t Concrete
,moo Seal 1 �' ~'
' I fry SM/
O.a/'Oprn Graded ./sphalt Concrete , , Qo4'Oper &veled Asphoh` Corxreie Coat
Laat 6 °� ` t
FrO3' l 3' S. 5' /� 1 /x Fo
Var/'oble 51ope flat/ oble Pe
o
T :fl. :(e ` . ._.1;:\..: ••'. �:: .. oo e o . 0 0 o Ve, o u D , o. <7 O" o 0 0 c o o a o.
• .e G.I-,.JG+ av •eo yGo o� O. C.V e ob ooGeo•V+oV c-
,G•• oy''• cGuo•eo0 ode ob G_•oe U:oe..eo•q
Const. Tvpr A 2-B (Mod) Curb c _ -0.6 'Class 2 Ay yreyaie Bose 0.67'Closs LA9yregole Bose Coast Type A2-8(Med.) Curb
o eAs Directed B The Engineer Cons/. Type 8.2 Curb Const. TypeB2 Curb .3% 51,we As Directed
T7- ��.5'/ p � I r
r 0,17' T 'B„,, 5, holf Concrete p o0e Grade By r he Engineer
-a',V r l or f/a1 let y� P
ly or f alle
STA.99+00.00 TO ST4.99+55.00
R/W Soulh6ound Improvement /l (orthbound
4S'Minirnufn
0.25' Type "B" Asphalt Concrete - -1
1 I Fo Se-i/ Cast `i
tog Sea /Ccat' — 1 D. J!r 0,wn Graded AsphGlt Concrc >` e - 9
Pro fi /e Grade
� / - 3 ,
' •• ...eoa OoO o.G oo Ga•�.-•-o V. :emu oG�. �° Q o ..�:.a0
71;`
�G�.: : Ui e`. 9 ".'.•O . ...•'G.• a`.p • oC7 ` o° G ode °
9?= S/�.6a D teethe % By
TheFnyinrer #0.67' Class 2 A99re9ole Base \
�St rypeAz-(Mod.) ��rb STA.125 +90.33 TO STA. i 5 i+88.00 coast, Ty���-B�Mod) Curb
3 % S/ape As ore By the Enp%nerr
ARCH I BALD AVENUE Or F/olterJ
TYPICAL CROSS SECTIONS
V6.0
kx
067'C/G 55.0 .".1d-jWe BOSt
TYP,tCAL HALF SECTION OF
IN11"ERSECTING STREETS)
All Asp6dl r' Concrrtr Areo3 Otter Than Ope-,7
6rade-d,4_-pA71t Concn to Placed over The 7rave/ed
Lores Wr%l f, spire A Fipq 5&a/ Coat
D1hv_n51a7s Are Sub)eci To 'To%rnnces 41'wfled
'In 'TiK Standard 5pe-4 Akd h ?ns.
Superelevation As Directed Ry The Engineer
DE -SIGN DFS16MA RON
A. D. T r/961) 3, 000 D ,Ze X
A. D. T. l/963) i 9 ,20z; T
A.H. V (1963) 9.20 V a s0 trip h.
4ygra-gat&- Base Thickness Is O.B3'
Between Sta. 149 4 60,00 Ste, lS/tB800
A S BU0LTO
CORRECTIONS THIS SHEET
08029481101
30X
REDUCED PLANS
0 1 2 3
_LL.L�1__d1lLu.I wLul
3 INCHE'c` ON ORIGINAL PLAN---
a \ 11hell
r
//Z0
/
1095` —
/090
Cu. En.
Vs. Ems.
j Sta.
STATE FEMMAL FNWECT Hy.. L . Y,�CEo r. .
1 CALIF. 5-5G-6 9,5 0;) •4 j 9
DIST, COUIM ROUE SEC. ariais
4-
V c 1- c, d n W } 41 �qi� �M Q +If\_ice } d N p yr 1f1 counTT [ R[o RED cIr nanaEEa WX wb95
+�-+ M CI �i L -uY y r v L7 = 1T _la i'• 1 j m: ^ \_v �=.. -f 1� v/ a yl.,-Np N - pp 'Q. Q� %..
o_ Ci N 4.� '� V C - t� 5 _ Up Lfl O -tom h NF
r `� �� C v�V <r J`- v d r �� o U U O v O
p d - -' '- W _ m # i- L c a o Ln _* # .+- z O 2 p T - "� = 2 a �- p -a-, �- - DISTRICT ENGIN
p p n o V\ v o o'- c� o v p y�: ,` f2' -' — G v T 3 c} aaTRwr vhl
Jv C } Q x u, *o z UJ d = �. g # T o ;J w 00 — c lJ v' _ \ y /
W c U ;_u U) / 0a IOU k n0 _�YGl �# Ul Vl n +,.1 2--
d O Q .., G ) 4 c li o (� T vp aj v o v 30 i 3 p w l ON U N cJ Cl ap _ R 0. D n ncn
7. L1 O� .] 7 7 hJ ~ p C) lJ O L1G d :•[ 1- �W a+ �!_ ED ♦!%
_ A
a� a� a � q 19 w v w c— � �E mo o.. ec 3 w� 1- t,
r 5ebastiano Fll I liar area Fit '1 `� _ZER
Canst /aeinforceo I! 5o, Calif, Edison 21"Dram Pipe P 9 P y Joe Vlzlo Ben J. V!zlo +, cITT counRaE In¢Ea
L ^ a[aarEREs WrtL rwlwEEa NO. G522
l0nc, 5b-aCA1, c log t,', oxl st, C6,5ct ;\ P/nce Ob/, 3`9 0140L,F, Ea Cons/ Spcc a/ I �t Cucamonga Co. Water— Cucamon9c. C1J,Wattr n
t
w i$ /a� ted .y01he 1 w r— Place 1.,33"R,Cvl6 L,P•E2 P/occ 6GLf. ''i'�C.P, DIs% Sews- Unc v '- ° oast FypcA1 r tlu/jo
Cons f type A 8(N/od) tom ; 4 0
►:�� ock Ub .33"�4CP30/_.f"Ea, �.nst. Ty O,L Tn/cf lo;
curb, � .�' � yy
v ! Csr�7� ( Plole Jb/13j'�h'�^r 1FOLFEc i d y �+ p {�� C •�
1 I Cons}. TypeA,9 8l:9 6d) Curb o c� /
1� I la �► JI,•I + Rlv
I
— T
i �� Calif, bago.4
�' Line �I ,i�:. IL
• I I 1 . . ,
°
--
i "Y
r
v D —OZ—O'�ZrE CIO.
— ram` a"i-J
— � Irn� ovcrnen}
11PDrwemen5uv y
56
W _ t�` o e W _ P1creA,C.��v-
Survey e/n'vc /7 /11 —--=__=- - - - -- — —�— --- _�
- --
,.
17
Z0 TI5:IC R17I! C�nst% I
G"Stl 230 L,F25 ! • I1 'PGrestTPcL Ilet
- CP, l
0 i xs'.6 L,F2 "C,,
PConst Fyp? L lrlcePpeCons1 Tinfortcd C xrcte o S(dGwo/h To
C
R/W
s Gu1tc
Str!tcfitre » fi�rnair !n * i I
, � o � I �• I � Cucamonga. Water Co,
�J
Const/¢' .C•pi,ed . L'� o P/ace o I I Dist, ZP Wafer Main
�� • �0 For c Inkr, St , ! •¢iI: � � No, BF/osher-
_ / I � ^ +- o -oast F Q5 � � I
.lee 5&et No. Li htSi' nal> t Q + I -Const 6 Pipe Exit R• - yPe
Q � ... �;� � + od. Dutlef � I See 5hccf No. 12 ,
j17 er3e, -MOr7 Dc,tol/s `' , s 15 ao a, �. Edward T Walden ah ! 5to,102 t •9° 5ce ..:hec} Iw In ! 1 I I
K Gofrs B ' — > '" I oc Fur /��tcrscct�on Deto�/s
D r Y p �° 5arah,A.Walden `� 3 o_ I tl c o �, L; lon t/2d,C,G%W
y o ! 0t/74 rs h n, a �1/0, LO For U�tat,.. h E, a ,
6 Cr, Imp.Sta• 98r00,33= j A.C. Dike , V, o Q Andrev.B•Waldenjo V. h,
V I 1 > 3 ``QY o c Doris Weiden. v $ 0�� Q N P�lvotc f� ./rater I' Sficphcn L Oa9crs 5r,
1f�;00'Lt, rSurvcySto, 9800,0: I R ? ' y - .° cc Sfz' t o, /I For °� L :,G O 7 Q i ! a Glory C, Odgers
Io >3 o s uI :- £ h N 5 e Can..., DiW ' v, > I _ '`
cn __ �, o e c IntcrSection Details , -u � u
M l i t(1 i V ' T� `1 � r V V L „
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. _a0j V v. y £ •, V = l.1 to Lj If,3 ab - C t �1 3 u , a. •p - .'s o �' d:
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pwr� N0 VL q 0;36
30 Y.
REDUCED PANS
C 1_:u. aj_ ,_u 3
-3 INCHES ON ORIGINAL PLAIM-
A.
SHEE
DIST. COUNTY ROUTE®
• '
•V,
Corl
•hn 4- Frances 13pe Cohen
• • �-
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