HomeMy WebLinkAbout3414-4UNDE RWOOD AVENUE
DETAIL 11211
SIGNING & STRIPING LEGEND AND CONSTRUCTION NOTES:
W17 Is I
/DIRECTION OF TRAVEL a EXISTING TO REMAIN.
I 4" (100 mm) YELLOW STRIPE (TYP) S REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED.
I I
TYPE D TWO-WAY YELLOW RETROREFLECTIVE IS
W63 IS PM RAISED PAVEMENT MARKER (TYP)
FURNISH AND INSTALL SIGN(S) AND POST (IF APPLICABLE)
I
34
Tp
34 , 29 Ez==® RL RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED.
1.2-1- 22' 22' '1 '
� 8.5' I 7' I 17' (5.18 m) I 7' I 8.5' REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND MARKINGS AS NOTED,
2.59m 2.14m 2.14m 2.5 O
I I ( ) ( ) ( ) ( 9m) INCLUDING RAISED PAVEMENT MARKERS AND WITHIN INTERSECTION DEFINED BY
I DIRECTION OF TRAVEL
NEW CROSSWALKS AND LIMIT LINE.
R R O INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING
Z INSTALLATION OF RAISED PAVEMENT MARKERS. "M" NEXT TO NOTE, INDICATES
z I NOT TO SCALE
'MODIFIED' PER GENERAL NOTE "N", SEE SHEET SS -1.
I O INSTALL THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED.
'Ion SNS STREET NAME SIGN
E R1' ' 22
SEE X -WALK DETAIL ON SHEET SS -1 SNS I _ 2 DETAIL 02" p SIGN (ONE POST)
USE YELLOW TFE 4113LASTIC(TYP.) I C6 I C/6'
I PM STOP TYP.) SIGN (TWO POST)
STA.21 +68 s W17
ANGLE POINT
SR4 E E DELINEATOR
END 200' TAPER 12" WHITE LINE RP IS R26(S)
00 R26(S IS PM STOP RP 126(S IS
2 DETAIL "2" E
RP O
O38 - _ O
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RP 1f 4" WHITETAMARIND AVENUE
TYPE "STOP" PM STOP AHEAD Q
TO PM PM E RP O 50 SPACING (TYP.)
E R1 T�
RL
W17 (TO 20+34) SNS E
SCALi "_ a n'
LL. 1 =TV
TYPE IV (RT) ' IS SNS Jv^ SEE SHEET SS -6
Pm 65R2(25) E R C21 13'EP MATCHLINE STA. 48+00.00
R72 6
2' j-- 23'-1 9, TYPE IV(RT) PM V
E 4" WHITE
'! P GUARD RAIL
MAYWOOD AVENUE 22 46
R C6 4; 2'iLu
38 w
10' 36 34 PM STOP
R1 SNS �� RS W56,TYPE N-1 R
SEE DETAIL "2" IS fw
O Is R26 (S) (�.) 2 Is R2 (35) �. 12. I — — — — — —
Q RS W32,W6(20) —
O 12" WHITE Pm C RS W32 4" WHITE
Q l4 k $TOP 6 ;� PM
_ + w IS SNS
Q - O co.--
I Cl -0-
lin,(TYp)1.5
c0 M C C
P
N 6 'CNV 17 �T — 6 N
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O N N — q — — — — — —_32 — — — 33 — C 1 r'Y O—�F� A N' — — �` - _ — _ — I ®= 37 —y — �+ — — — — — 40 — — 41 — —� 4
m - Go C O U N T Y O F 8 A N B E R N A R D I N O CD a e 3 N �—
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Q � 4" WHITE
PM 4" WHITE W32 RS 100' 22 SNS IS W32 RS E E R1 22 100' 2 DETAIL "2"
TAMARIND AVENUE
SNS RS 0 IS SNS
_ R R
�
SCALE: �"_en' W
SCALE: I =TV R2(40) E
289' TRANSITION COUNTY OF SAN BER.NARDINO
14' 13'
PUBLIC WORKS DEPARTMENT
44' J0, "COUNTY JURISDICTION ONLY"
C
G
10-7—Z-004.
CHIEF—TRAFFIC DIVISION DATE:
c�
SIGNING AND STRIPING NOTES:
40' 20' o' 40' s0' FOR SIGNING AND STRIPING GENERAL NOTES,
TRAFFIC CONTROL—GENERAL NOTES AND DETAILS
GRAPHIC SCALE: 1" = 40' SEE SHEET SS -1. SANTA ANA AVENUE SSm4
PLANNINC3 ■ DESIGN ■ CONSTRUCTION
O SHOULD CONSTRUCTION OF THE REQUIRED t�OUNTY S�1N eEl�IARDINO CITY OF FONTANA, CALIFORNIA
rA.s$/ DEPARTMENT OF PUBLIC WORKS
IMPROVEMENTS NOT COMMENCE WITHIN TWO �� SIGNING AND STRIPING PLAN
YEARS OF THE DATE OF APPROVAL SHOWN HEREON �� � ■ ■ ■ 27555 YNEZ ROAD, SUITE 400
_ TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: TAMARIND AVENUE SCALE:
DIAL 1rr+o roRrclNG AND CARRIED FORTH IN A DILIGENT MANNER, THE �, No. 57535 CONSULTING 909.676.8042 • FAX 909.676.7240 - www.RBF.com SUBMITTED BY C.D.E. JD 1"=40'
d '� RECOMMENDED APPROVED BY 262 S 0 UNDERWOOD AVE TO
BEFORE DAYS >aRE CITY ENGINEER MAY REQUIRE REVISIONS TO THE' 12-31-05 PREPARED UND R �$ RVISION OF: ASSISTANT DIRECTOR OF TRANS. DATE DESIGNED : 344' N/0 SANTA ANA AVENUE DATE:07-01 -04 1
YOU DIG YOU DIG
REV. PLANS TO BRING THEM INTO CONFORMANCE WITH sf'l CIVIC
70LL FIRE 1 --??7-2600 F OF CA��E DATE: 07-01-04 CHECKED BY: APPROVED BY: DRAWING NO.: 4
A PLIC SERVICE NY MEMAIM SERVICE ALERT REVISION DESCRIPTION c�xTE D fi. STANDARDS IN EFFECT. Q DATE: S o¢
CARLO$ ORTIZ RCE N0. 57535 EXP. 12-31-05 LAND DEVELOPMENT ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE CAO I A N .E. 1931 3414 6
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