HomeMy WebLinkAbout1797-S NOTES :
1. ALL DETAILS LAND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON MEW
THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS STANDARD ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK
SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A 13
PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED.
OR DIRECTED BY THE CITY ENGINEER.
2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS INSTALLED IN
INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD ONE COAT AND BE 1 OMIL THICK (DRY), UNLESS OTHERWISE NOTED.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2000 EDITION AND THE H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT,
FOLLOWING PROVISIONS: WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND 12 /
MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. 0 14
A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE o N
STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED. I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLEDo �
WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN s �
B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL ACCORDANCE WITH CITY AND STATE STANDARDS.
1s
BE REMOVED BY WET SANDBLASTING. s, i (SCALE 1 = 1 00') 11 I
J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN Q
C. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY ( 16
ACCURATE AND COMPLETE INSTALLATION OF STRIPING AND MARKINGS. THE CITY TRAFFIC ENGINEER. sTN 9ERlvaRDI.NO Roan
10
D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. VICINITY MAP 17
SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND 401—A. 'Z 12
MARKINGS. I l 18
4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PIAN N0. 401—B.
E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND
APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF - -
NEW OR REPLACEMENT STRIPING AND MARKINGS. 6 8 --t— — — _
"NNET DR
19
1 wEs�Oorc C'�'T'E � 20
J A 4 21
n • 2 1
i 3
22
—————SAN"ARDIND_ROAD —— — -
.. :s:. .s� T =, .QLD
• LL rt —� — ==-----
• . INDEX MAP
4 3 =D
PROPOSED
STREET LIGHT 22
WITH R-26 SIGNS ;
z
� R26(S) EXISTING IGHT OF WAY PROPOSED a '•. '
cn SIGN & POST CURB & GUTTER STREET LIGHT d0lS
z — — — — — — — — WITH R-26 SIGNSA.
7 z
N SIDEWALK "•� ':. IGHT OF WAY
LAJ _ _ _ _ _ N
z — - - - -- - - - - :. . — — - - - - - - - - - -
- - - - _ SIDEWALK - - - -
R26(B) — — — — z
o - - - r - - - - - - - - - - - -
T SIGN & POST XISTING CURB
4" DOUBLE 2 c,I co - - - - - _ - - - - - - -- - - - - - - - w
YELLOW LINE@ N STREET C/L 8" SOLID EXISTING — — — — — — — — — — — — z
WHITE LINE CURB & GUTTER 90' TRANSITIO o
i ) _ t — — TRANSITION 45:
STREET C/L
90' TRANSITIOLo
Ln
TRANSITION 45: oN 8' SOLID 100' — —
TYPE IV(L)
l WHITE LIN 38 ° TYPE IV(L) f
— 50' 774" DOUBLE
EXISTING - - - - - - - - — - - - - - - - YELLOW LINE@
- - - - - - -� - - - EXISTING _ - - - — —
- - —� _ _ _ _ STREETLIGHT �— - - - - - - - - - - - - - -
_ \ EXISTING
\ CUFF& R26(S) SIGN - - -" - - - - - - - �- - - - � STREETLIGHT \ � - - - - - - - - - - - - - - -
EXISTING R26(S SIGN GUTTER — — — — — — —
STREET LIGHT ON EXSITING — — — �-- — — — — — — —
N EXSITING STREET LIGHT 1 2-6(�SIGN — — — — — — — — — — — — — — �XISTING CURB
STREET IGHT RIGHT OF WAY ( NEXSITING - -' - - - - - - - - - - - - - - -
STREET LIGHT
I I \—RIGHT OF WAY
I I
I I �
CITY
SAN BERNA RDINO ROAD
DESCRIPTION OF REVISION DATE APPROVED
LENGEND
CITY OF RANCHO CUCAMONGA
® PAINT 4" SOLID DOUBLE YELLOW, CITY STRIPING DETAIL NO. 133.
SIGNING AND STRIPING PLAN
PAINT 8" SOLID WHITE, CITY STRIPING DETAIL NO. 133. SAN BER NAR D I N 0 ROAD
INSTALL CALTRANS ARROW MARKINGS AS INDICATED.
TRACT NO . 15955
csx
Q4tpFESS/p
APPROVED BY DATE C�
�� CITY ENGINEER (L- c,(C��C�� R.C.E 0.24953
(SCALE 1 = 20 ) 0 45M6 4 z DESIGN RECOMMENDED
0 m EGL ASSOCIATES, INC.
Exp. 12 1/oz •
WL 11823 SLAUSON AVENUE, UNIT 18 J Q(S
aviL SANTA FE SPRINGS, CA 90670
• P DRAWN TEL: (562)945-0689 SHEET
OF CAUFp�v WL 4 OF 4
CHECKED R.C.E. NO. 43848 DRAWING NO.
HJ DATE FILE NO. 00177002