HomeMy WebLinkAbout1551-S s op
W- 11 & R63
STA 44+50
300' LANE TAPER 300' LANE TAPER 150' SPACING 150' SPACING
RAISED PVMT
MARKING 4" CENTER 00
TYPE L TYPE G, TYP. SKIP LINE, +
MARKER �� YELLOW, TYP. tO
(TYP. OF 6) R26(S), MOUNT 8" CHANNELIZING ARROW, (TYP) 4" CENTER LINE, Q
TYPE N- 1 ON LIGHT POLE. LINE, WHITE, TYP. YELLOW, TYP.
co
MARKER R26(S) R26(S)- R26(S)
100' - ` \
Z
-j J . "iFj , 'j�� •� I �� 43 - 1 i �q 1 1 qs (V 1� t
....`..` F-
- - NCV
R,�6(S)
i
LL
4" DBL CENTER LINE, ........ _ __ ___ __ ____ _� �� _ _ _�__.____,-- y��� —_�_ _ �_ � � �_ ;
r I RAISED PVMT _ 4 LANE LINE ,
YELLOW, (TYP)
R26(S) R26(S) MARKING WHITE, TYP. R26(S)
`�- MATCH EXST TYPE D, TYP.
STRIPING
" � ' '' '-' � � ; j � RAISED PVMT Z o 40 so 120
MARKING _
TYPE D, TYP. Ll SCALE 40'
T 'O
1 � �
W
W
E
R1( 3011 )
1 f
r
200, DROP LANE
SIGNING AND STRIPING NOES:
1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION
THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC NOTE:
MANUAL, AND MAINTENANCE MANUAL. REGULATORY AND WARNING SIGNS SHALL 1. FOR STANDARD PAVEMENT MARKINGS, SEE
BE MINIMUM 30" ON LOCAL RESIDENT IAL ROADWAYS AND MINIMUM 36" ELSEWHERE. RANCHO CUCAMONGA STANDARD DETAIL 133.
2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON-PERFORATED
UNISTRUT POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL
BE 2" X 2" AND OF SUFFICIENT LENGTH TO EXTEND FROM THE TOP OF THE
SIGNS) TO BETWEEN 6" AND 8" INTO THE ANCHOR SLEEVE AND PROVIDE 7'
CLEARANCE BETWEEN FINISHED GRADE AND THE BOTTOM OF THE SIGN(S).
THE ANCHOR SLEEVE SHALL EXTEND 1" TO 2" ABOVE FINISHED GRADE AND SHALL
BE 2 114" X 2 114" BY 30" LONG. POSTS SHALL BE ATTACHED TO THE ANCHOR
SLEEVE UTILIZING UNISTRUT CORNER BOLTS OR TWO UNISTRUT DRIVE RIVETS
AT RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO POST USING THE DRIVE
RIVETS OR OTHER CITY APPROVED TECHNIQUES. INSTALL R26, R26(S) AND
NEIGHBORHOOD WATCH SIGNS ON GREEN "U" CHANNEL POSTS.
3. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION
OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS:
M f pR
TiAPPROVED
So Fyc DESCRIPTION OF REVISION DATE APPR
a. PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES __ .
AND MARKINGS SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, R�GN
TRAFFIC MANUAL, MAINTENANCE MANUAL AND CITY STANDARD DRAWING 133 - ` CITY O F RANCHO C U C AM 0 N G A
PAGE 1 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL CONFORM
TO CITY OF RANCHO CUCAMONGA'S MAINTENANCE STENCILS. �3723 Z
i : 6TH STREET
b. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE SIGNING AND STRIPING PLAN
PLANS SHALL BE REMOVED BY WET SANDBLASTING. STA. 37+00 TO STA. 46+00
C ALL STRIPINGOND MARKINGS AND SHALL R SHALL FURNISH THE EBE RESPONCESSARY SIBLE L POINTS FOR
BLEFOR THE
AC . U . P . 90 - 16
COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE
FESSIpNq
CITY ENGINEER. �O Fy APPROVED BY: -/ DATE:
ooN sono c� NTY OF SAN BERNAR CITY ENGINEER G (�
,` O G� � R.C.E. N0. 24953
d. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO REMOVAL OF — = r^ ACCEPTED • • • DESIGN RECOMMENDED
ANY EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL BE NO A.D. HURST
REMOVED PRIOR TO PAINTING NEW STRIPES, BUT IN NO CASE SHALL Arl
ANY SECTION OF THE STREET BE LEFT WITHOUT PROPER STRIPING DATE= ~
DRAWN
FOR MORE THAN 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS. �Q� A.D. HURST __� ' �� 5 10 OF 13
CHECKED � kY�
DRAWING NO.
1-S- M.J. VOBEJDA DATE JUNE, 1995 R.C.E. NO.
FILE NO.
7748s003.dgn 26-MAY- 1995 07:55:19 SHEET �a OF 1
LANE
ENDS
MERGE
LEFT
150' SPACING
W 7,)
, I A 4 - ')0
RAISED PVMT W75 1• j r,- i
MARK INC, STA 48+50 ,+ I
I YPt G. 1 YP. - 4" C)E3( CE N7 E k
4" LANE LINE. , LINE , YF It, 1 YF'. RESET SIGN j
;' WI ll l E T YI'.
R26(Sl
Fl?6(: -
I I POT (t STA. 50+00.00 , 6TH STREETeel =
C, J - I I -
i + �\ STA. 33+ 10. 75 , ET IWANDA AVENUE
. _ I ")j
i +
PE N-4
<>T Y
i(", -
RAISED F'VMl 1tii� t�
W� MARKING8" CHANNELIZING TYPE D, TYP. LINE, WHITE, TYP. 12" WHITE STOP BAR
R26(S), MOUNT �ON LIGHT POLE, TYP, 12" SOLID YELLOW + TYPE IV ARROW, (TYP)
DIAGONAL 45° AT � I ,
20' O.C. `r " � --
MOUN1 C)N FOR SIGNING AND STRIPING
E— L IGH 1 POLE ON ET IWANDA AVE. SEE
Q SHEET 13 OF 13
RESET STREET NAME SIGN
MOUNT ON L IGHT POLE, TYP
NOTE:
200' DROP LANE 200' PAINTED MEDIAN 1. FOR STANDARD PAVEMENT MARKINGS, SEE RANCHO
3'x g " YYI'>d/TE Pk'R CALTRAMS AND TURN BAYS � CUCAMON2. SEE SHEET 0 OF 13 FOR ARD �TANDARD SIGNING AND
ETAIL 133.
S.W. 37`f3 STRIPING NOTES.
I N
� I
I
I I
I = I
f
i
y 1 K
t .
T � t
0 U_ IQQ IN
7
! , -
SCALE I"-- Q'
�f3S10�q�
DESCRIPTION OF REVISION DATE CITY
APPROVED
Rel �
z
CITY OF RANCHO CUCAMONGA
71
6TH STREET
C _ _ SIGNING AND STRIPING PLAN
STA. 46+00 TO STA. 50+00
Eiss/ Nq C . U . P . 90 - 16
pS soR� F�� APPROVED BY- a - DATE: �,l
G� NTY OF SAN BERNAR CITY ENGINES ` R.C.E. NO. 24953
ACCEPTED DESIGN RECOMMENDED
A.D. HURST
_ �V
CSV DRAWN �, SHEET
A.D. HURST
DATE " �� 11 13
}t OF
CHECKED DRAWING NO. C
1-s- M.J. VOBEJDA DATE JUNE, 1995 FILE NO �S►S� '`�
77 48s 004.4 y�? 26-MAY- 7995 12.•09:06
SHEET /� OF
REGIONAL PLANT NO. 4 WASTEWATER RECLAMATION PLANT
STOP CO
" 8
N
I ' IS F) L IN[ ,
E R 4" (_ANE l INE , R26(S) MOUNT ON W
4" � 'I N1 f l� I lNl ,
MAI (;Ii I ( ) Y'l 1 ! �W, 1 1'I ', l��'(i(;�) ', Yf LLOWN T YF', f�26(S) WHITE , TYP. LIGHT POLE, TYP Z
1 l.`>1 INC '
i
c•, "� , c•4 ' : --c�'T—Cjj �j — C� O
O U U CG C>
O O UTO O
2
. Q
f l ,I 1 1 -- — 1 — 1 . ... ... f l;ts.z •. ,"..
♦ • t a a ♦ • 1 r—-♦ ♦-—---�---1-–��--- - tV
^N I
i , I i i _ 1 '` .. r.. •.ate _ 1 — — 1 j--i — 1 — — 1 - '� — i — -- 1 — — i — — 1 — — 1 — -- \ �•— — I — — N O
• I I
RAISED PVMT RAISED PVMT. Z
MARKING MARKING
TYPE G, TYP. TYPE D, TYP. W
I _
I
LuW
co
4 Z
t I
i
I
I
0 40 60 120
SCALE 1'=40'
+ NOTE:
JJ 1. FOR STANDARD PAVEMENT MARKINGS, SEE RANCHO
o 0 2 CA SHEET
STANDARD DETAIL 133.
2. SEE E S EET 10 OF 13 FOR STANDARD SIGNING AND
TYPE N-4 N co STRIPING NOTES.
LAO
00 cxi �— O
N2Z Nco -
W`' 1 < 0 < 8" CHANNELIZING R1( 3CI" ) -� Q 4 Q
cn �' LINE, WHITE, TYP.- Z
MATCH TO U' ~ W 15(36")
EXISTINGwaam
� -- - - -- - - -- -- --- ----- -- — _ 2A/*
- - - - _ — — — — I "spl/p .. .� WM/rE 2 2
—24 22-- I _. — — _
,. I --
--------- - - --- - --- - -i J! — --- -- -
_ 4" DOUBLE RAISED PVMT
j 4" LANE LINE, CENTER LINE, MARKING RAISED PVMT
WHITE, TYP. YELLOW, TYP. TYPE G, TYP. MARKING ��RpFE-SSIpNF DESCRIPTION OF REVISION DATE APPROVEDCATV
TYPE D, TYP.
°R
`'
300' LANE TRANSITION 300' N CITY OF RANCHO CUCAMONGA
� 6373:.Y2 ETIWANDA AVENUE
c►.,'��- ��� SIGNING AND STRIPING PLAN
'� r ,0 STA. 20+00 TO STA. 28+00
��
ALTERNATIVE A Ess/011 q� C . U . P . 90 - 16
APPROVED BY: ,
o°N soR° ��� COUNTY OF SAN BERNARDINO CITY ENGINEE • , DATE
Gcn 2 R.C.E. N0. 24953
ACCEPTED BY: DESIGN
RECOMMENDED
' ( A.D. HURST
CVQ DRAWN t -� SHEET
, QDATE A.D. HURST �f1 12OF 13
CHECKED
_ - DRAWING .
1-S-3 [N J VOBEJDA PATE JUNE, 1995 R.C.E.RCEN0. �SS�
FILE N0,
7748s001.dgn 26-MAY-1995 12:42:39 SHEET OF l
1
Jv_
REGIONAL PLANT NO. 4 WASTEWATER RECLAMAT ION PLANT i ! I
I
r �
I
I I�,I ARROW TYPE IV
ODQ
N R1( 36"> I WHITE, TYP.
MOUNT Q G H T PON - R26(S) MOUNT ON
� 4 CENTER LIGHT POLE, TYP.
SKIP LINE, RAISED PVMT RESET STREET NAME
w YELLOW TYP. 4 DOUBLE MOUNT ON - � 4" SOLID WHITE
2 MARKING SIGN,
4" LANE LINE, CENTER LINE, II EDGE LINE
2 TYPE G, TYP. --� —_.YF1141r1�,—TYR,� __ _ LIGHT POLE, TYP. INS I
� - - - f
O PAINT IN MEDIAN
-6
- - --- - - _ RAISED PVMT
I'll
III
III
R26(S) -� - - -- - -- ------ l - - R26(S)---- ---- - -------- - ------ - - --- -- _
r- _. — ; — � — � -- — MARKING
o TYPE G, TYP.
M i 35it
Z!,
_.. w. _._..
NWP p
O �, 33+00 L 3,1
O _ .. ..... _...._.._. _.._ ,.T
4" CENTER L!NE, \ -
2
YELLOW, TYP. 18 MATCH TO EXST
RAISED PVMT
w MARKING 8" CHANNELIZING STRIPING
ARROW
TYPE IV
w T
rYPE D, TYP. LINE, WHITE, TYP. YPE N-4
w
<>
c�
W57 152.5'
300' LANE TRANSIT ION 250' TRANSIT ION
NOTE:
1. FOR STANDARD PAVEMENT MARKINGS, SEE RANCHO
CUCAMONGA STANDARD DETAIL 133.
2. SEE SHEET 10 OF 13 FOR STANDARD SIGNING AND
STRIPING NOTES.
- Z
• 0 40 so 120
SCALE 1'=40'
OFESSIO/yq�� DESCRIPTION OF REVISION DATE Ap RIOVED
" so R- �`y CITY OF RANCHO CUCAMONGA
W14
6_ ETIWANDA AVENUE
� civ SIGNING AND STRIPING PLAN
^ � STA. 28+00 TO STA. 35+00
VE S/ C . U . P . 90 - 16
so1c
COUNTY OF SAN BERNARDINO APPROVED BY: - DATE:
RoG 2 CITY ENGINEER44)&eamelv R.C.E. NO. 24953
1. ^� ACCEPTED BY: DESIGN RECOMMENDED
uj
u� 237" A.D. HURST
w—
DRAWN ♦ jet SHEET
A Crv%V DATE: A.D. HURST13 of 13
CHECKED DRAWING NO.
1-S-4 MJ VOBEJDA DATE JUNE, 1995 R.C.E. NO. /SS/—S
FILE NO.
7748s002.dgn O1-JUNE-1995 16:20:55 SHEET /3 OF /