963bb_ssSIGNING AND STRIPING NOTES
LEGEND
1.
ALL MATERIALS AND WORK SHALL CONFORM TO THE LATEST
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EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS
R/W
STANDARD PLANS AND STANDARD SPECIFICATIONS, AND
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EX. C&G
CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
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2.
ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL
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BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND
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MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS
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SHEET NO. (s) DESCRIPTION
DETAILS, STENCILS FOR PAVEMENT MARKING SHALL MATCH
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CALTRANS STANDARD PLANS.
SHEET NO. I..................INDEX SHEET/S&S PLAN
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THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES,
PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN
BE INSPECTED BY CONSTRUCTION INSPECTION.
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ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE
TRACT NO. 28957 I.P. NO. 070057
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ENGINEER WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE
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REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA
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COVERING THE WHOLE MARKING.
EN Ott / N E E RS
4.
ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE
COUNTY OF RIVERSIDE
CD
12 -INCH WHITE OR YELLOW STRIPES.
SITE
5.
ALL DOUBLE YELLOW STRIPES SHALL HAVE J -INCH PAINTED
12 8
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BLACK LINE SEPARATING THE YELLOW STRIPES.
COURT
6.
THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC
SIGN PER
CALTRANS STANDARDS
STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT
C)
OF MICHIGAN AVE
MARKINGS, AND SIGNS /N ACCORDANCE WITH THE PLANS AND
ELEV.:
955.205 (NAVD88)
AS DIRECTED BY THE ENGINEER.
OF SHTS'
7.
ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES,
CHECKED C—
SCALE.
AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC
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W. 0.
MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN
TWO COATS.
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8.
ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS
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8430
OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT
AREA SHALL BE REPLACED /N KIND OR REMOVED IN
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ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE
ENGINEER.
9.
THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL
ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE
ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH
Cl
STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE
EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED /N THE
FIELD BY THE ENGINEER.
10.
THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH
THE PLANS AND AS DIRECTED BY THE ENGINEER, THE
CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY
YARD OR AS DIRECTED BY THE ENGINEER.
11.
THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED
SIGNING, STRIPING AND PAVEMENT MARKINGS /N ACCORDANCE
WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR
TO ACTUAL INSTALLATION.
12.
CONTRACTOR SHALL COORDINATE ALL SIGNING AND STRIPING
WORK THROUGH THE ENGINEER PRIOR TO OPENING NEW
ROADWAYS AND/OR EXISTING ROADWAYS TO NEW SIGNING AND
STRIPING /N ACCORDANCE WITH THE PLANS.
EX.
SIGN
a TO REMAIN
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NOTE THERE IS AN EXISTING W5-1
SIGN PER CALTRANS STANDARDS
LOCATED 230' EAST FROM THE
INTERSECTION OF GARFIELD AVE
AND SPRING STREET
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36
35
SIGNING
TRACT 28957 BOUNDARY
IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
AND STRIPING
X11rJ-1rrR0yr rl rk]rNrr�Y C�1JJL
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33
28'I 28
200'
31
0
0
13
LONE ST 14
28 1 27
7
70 •
0
r\Pj\1 255-010-013
10
29 26 v
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30 25 lui
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22
21
19
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17
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TRACT 28957
15
11
14
C) 12.5:1 TAPER ----I -- LLJ
-
w cn THE INTERSECTION OF GARFIELD AVE 25.1 TAPER N STOP EX. SIGN 8
Z C) CONSTRUCTION NOTES: AND SPRING ST 3::
U AND LEGEND
p WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN
w 4 ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. N
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o a INSTALL RI -1 STOP SIGN PER CALTRANS STD . ........................................... I EA. 10 INSTALL SI -1 W/ W16 -9P SIGN PER CALTRANS STD ..............................1 E4.
~ 2O- INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. 1221 ...............3 EA. 1 1 INSTALL WJ-1 SIGN PER CALTRANS STD .................................................... I EA.
OZ N (1 3O- APPLY THERMOPLASTIC STOP BAR AND LEGEND PER CALTRANS STD. .......83 SF. 12 SANDBLAST EXISTING STRIPING.....................................................................Z 6 LF
nm INSTALL W14-2 NO OUTLET SIGN PER CALTRANS STD................................1 EA. INSTALL TYPE IV (R) ARROW PER CALTRANS STD A24A..... ........................... 1 EA.
cn INSTALL R2-1 (25) SIGN PER CALTRANS STD . ................................. 1 EA. 14 INSTALL 8" LANE DROP STRIPING PER CALTRANS STD. A20C, DETAIL 37...100 LF
w CLJ INSTALL R-26 SPECIAL SIGN PER RIVERSIDE...............................................1 EA. 15 INSTALL 8" STRIPING PER CALTRANS STD. A20C, DETAIL 36........................205 LF
Q COUNTY STD. (SEE DETAIL)
16 INSTALL RJ -7 SIGN PER CALTRANS STD......................................................1 EA.
APPLY THERMOPLASTIC 'SCHOOL- MARKER PER CALTRANS STD . ..............35 SF. �__
z� INSTALL W4-7 SIGN PER CALTRANS STD......................................................I EA.
APPLY 4" DASHED YELLOW STRIPE PER CALTRANS STD . ........................ 1, 750 LF.
Z(DETAIL 1)
w Q 9O- INSTALL WI -7 SIGN PER CALTRANS STD....................................................1 EA.
cn o *INSTALL ASSEMBLE "C" 24'X48"
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O O WORK CONTAINED WITHIN THESE PLANS
~ co SHALL NOT COMMENCE UNTIL AN
Z (n U ENCROACHMENT PERMIT AND/OR A
Q GRADING PERMIT HAS BEEN ISSUED.
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U 0 � THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
belg -ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF
DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
�wh- DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE MARK BY I DATE
W � CLZ�� RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION REVISIONS
Q % [ C8 I AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER
50 100
25
SCALE. 1 " = 50'
Rl DATE
COUNTY
SEAL -ENGINEER
pfESS/f
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NO. 53390
1r EXP. 6-30-17 1
200
THOMAS GUIDE PAGE 646 SECTION D-7
SECTION 8, T. 2S, R. 4W
LEGEND
[--GRAND TERRACEw
STRIPING TO BE REMOVED
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HIGH SCHOOL::::)
R/W
PROP. C&G
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EX. C&G
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BASIS OF BEARINGS FOR THIS MAP
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MAIN STREET Q
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SHEET NO. (s) DESCRIPTION
NOTE:
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SHEET NO. I..................INDEX SHEET/S&S PLAN
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CENTER STREET
WLLJo� HIGHGROVE
BE INSPECTED BY CONSTRUCTION INSPECTION.
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SCHOOL
TRACT NO. 28957 I.P. NO. 070057
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EN Ott / N E E RS
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SPRING STREET
COUNTY OF RIVERSIDE
CD
KEOWN_._u
SITE
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COURT..--SWAYZEE
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VICINITY MAP
COURT
N.T.S
SIGN PER
CALTRANS STANDARDS
LOCATED 230' EAST FROM
THE INTERSECTION
SECTION 8, T. 2S, R. 4W
LEGEND
12
STRIPING TO BE REMOVED
SFR/PING TO BE ADDED — -- — -_
THE CENTERLINE OF SPRING STREET BEING NORTH
R/W
PROP. C&G
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EX. C&G
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EX. AC BERM -
BASIS OF BEARINGS FOR THIS MAP
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4
SHEET NO. (s) DESCRIPTION
NOTE:
BASIS OF BEARING
THE CENTERLINE OF SPRING STREET BEING NORTH
8904343" WEST PER RS 95/58 WAS HELD AS THE
TR 12 F)% 9
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BASIS OF BEARINGS FOR THIS MAP
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INDEX OF SHEETS:
IM 135 2 2J 2%
4
SHEET NO. (s) DESCRIPTION
NOTE:
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SHEET NO. I..................INDEX SHEET/S&S PLAN
THIS PROJECT IS BONDED AND /S
TO
SHEET NO. 2. ...... .......... DETAILS SHEET
BE INSPECTED BY CONSTRUCTION INSPECTION.
P`"NS PREPM0 OX
BENCH MARK
TRACT NO. 28957 I.P. NO. 070057
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R
J8 -F2
1
EN Ott / N E E RS
CHISLED
SQUARE AT THE SOUTHEAST TOP OF
COUNTY OF RIVERSIDE
Civil Engineering • Surveying • Planning
A CATCH
BASIN ON THE NORTHERLY SIDE OF
SIGNING AND STRIPING PLAN
12 8
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CENTER
STREET EAST OF TRANSIT AVE.
NOTE: THERE IS AN EXISTING W5-1
SIGN PER
CALTRANS STANDARDS
LOCATED 230' EAST FROM
THE INTERSECTION
OF MICHIGAN AVE
AND SPRING STREET
ELEV.:
955.205 (NAVD88)
BASIS OF BEARING
THE CENTERLINE OF SPRING STREET BEING NORTH
8904343" WEST PER RS 95/58 WAS HELD AS THE
BASIS OF BEARINGS FOR THIS MAP
INDEX OF SHEETS:
SHEET NO. (s) DESCRIPTION
NOTE:
SHEET NO. I..................INDEX SHEET/S&S PLAN
THIS PROJECT IS BONDED AND /S
TO
SHEET NO. 2. ...... .......... DETAILS SHEET
BE INSPECTED BY CONSTRUCTION INSPECTION.
P`"NS PREPM0 OX
BENCH MARK
TRACT NO. 28957 I.P. NO. 070057
SHEET N°'
J8 -F2
1
EN Ott / N E E RS
CHISLED
SQUARE AT THE SOUTHEAST TOP OF
COUNTY OF RIVERSIDE
Civil Engineering • Surveying • Planning
A CATCH
BASIN ON THE NORTHERLY SIDE OF
SIGNING AND STRIPING PLAN
6879 Airport riv Riverside, CA 92504
CENTER
STREET EAST OF TRANSIT AVE.
Tel:(951) 6 — 1 Fax:(951) 688-0599
2
unde the
s"„erste ee 12 2 /�
chonssd Lee -, R.C.E. lasso osso.n
ELEV.:
955.205 (NAVD88)
OF SHTS'
DESIGNED BY: BI
DRAWN BY: EA
CHECKED C—
SCALE.
FOR:
HIGHGROVE PROPERTY
W. 0.
COUNTY
FILE NO.
BY:
/-I-
As NOTED �/- AS NOTED
OWNERS, LLC
8430
- WHITE
BORDER
A
B
C
D
E
F
78"
.375"
6"
6C"
3"
7.75"
24"
.625"
8"
8C"
4"
70„
30"
.75"
70"
70C"
5"
72.5"
36"
.875"
72"
72C"
6"
75"
48"
7.25"
76"
76C"
8"
20"
*=REDUCE SPACING 40%
7 R7-7
RIVERSIDE COUNTY
STOP SIGN
N. T. S.
"BLACK" TEXT ON -
"WHITE" BACKGROUND
30"
n R2-7 (25)
RIVERSIDE COUNTY
SPEED LIMIT SIGN
N. T. S.
Lo
N
BLACK BORDER
"WHITE" TEXT Older
"RED" BACKGROUND
"RED " TEXT ONS
"WHITE" BACKGROUND
24"
6 R-26 SPECIAL
RIVERSIDE COUNTY
RV/TRAILER
NO PARKING SIGN
N. T S.
BLACK BORDER
ED BORDER tP/ j/
"BLACK" TEXT ON
"YELLOW"
BACKGROUND
4 VV74-2
RIVERSIDE COUNTY
NO OUTLET SIGN
N. T. S.