HomeMy WebLinkAbout2026-S 46
4s CRESTFIELD COURT h 4s
� :A3 � STRIPING &
WLEGEND PER
W 1 12 SHEET 6 13
enPE
125' ~ 70'
��c 45
-� J SIGNING & STRIPING NOTES
4 RE" EX. LINE—,,", 100' 4 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND
I THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS AND STANDAR
40 4 40 REPAINT Dl LINES AS NEEDED 44 REPAINT DL LINES AS NEEDED W SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD
111 5 N!3 117 — k6— m PLANS PlAND CITY STANDARD PN0. 133, UNLESS OTHERWISE APPROVED OR
-- --}---- ---------- -------- --- -�- _ e - - T DIRECTED BY THE CITY ENGINEER.
LAJ
REMOVE DL YEUOW UN£S 41 I ETIWANDA AVE
U) 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND
INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STAN
50' SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LAST EDITION) AND THE
INT. FOLLOWING PROVISIONS:
1 4 . ETIWANDA AVENUE A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS,
y qS G ' (SAE.) UNLESS OTHERWISE NOTED.
B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE
REMOVED BY WET SANDBLASTING.
I C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED.
N I REMOVED BY WET SANDBLASTING.
D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL
BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS.
ETIWANDA AVENUE E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL
BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS.
F. 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.
G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD
40' 20' 0 10' 20' 40' SURFACES SHALL BE AN APPROVED LOW V'OC TYPE, 15 ML THICK (WET).
1"=40' s'- INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO
WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED.
H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE
INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED.
FOLLOWING PROVISIONS:
I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR
HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE
4s ELEGANCE DRIVE ,�s 4s �, BASE LINE ROAD SATISFACTION OF THE CITY ENGINEER.
J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH
' ^ k ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE
WITH CITY AND STATE STANDARDS.
K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN
N ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY
TRAFFIC ENGINEER.
I ( 260'
3. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STD. DWG. NO. 401-B.
REWV£ Dt UN£� ( `. 41
100' JOIN EX LIME
44
122 0 126 �27
-- 0------- ----- -------- --+------ -------- +---------------+---- ----- --- ------ ----- ------ - ---�- ---� ------ -------- CONSTRUCTION NOTES
�m
— 8l'6l LZL
— — — — ® STENCIL TYPE NLEFT/RIGHT ARROW PER CALTRANS STD. DWG. N0. A24A.
Lai
Ltj 41 INSTALL 9- SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133.
b b b b ® INSTALL 4" SOLID DOUBLE YELLOW LINE PER CITY STD. DWG. NO. 133.
43 INSTALL 4! SKIP WHITE LINE PER CITY STD. DWG. NO. 133.
44 INSTALL 4' SOLID WHITE LINE PER CITY STD. DWG. NO. 133.
I 45 INSTALL R18.1 SIGN AND POST
46 INSTALL R26(S) SIGN. MOUNT ON STREET LIGHT POLE.
ETI WANDA AVENUE
Q. 20' 0 10' 20' 40'
1"=40' GRAPHIC SCALE
CITY OF RANCHO CUCAMONGA
SIGNING & STRIPING IMPROVEMENTS FOR
Q�Of ESSIO
� s` ETIWANDA AVENUE
co may`=
0- (nNo. 20596 �" m
d Exp 9-30-05 * TRACT NO. 16301 & 16445
CIVIL �Q
9lFQ` �L�F APPROVED BY DATE:�-___�--
CITY ENGINEER �/�� RCE NO 24953
CITY OF RANCHO CUCAMONGA DESIGN ea■:! vilAre RECOM ENDED
R.P.P. � suite350
�1.aso f�
BENCH MARK NUMBER 10051 a 0 K 1 c M Irvine,CA 92614 J 73
Voice:949-251-8821
ELEVATION : 1300.686
DRAWNSHEET
1 %
SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF
RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. a N! s !N o!N!!e s s u v!r o s 8 OF 9
CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED 20596 DRA NQ NO.
CITY MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END E NO C�ado
DESCRIPTION OF REVISION DATE APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE FILE NO
Last Revised: Wed Dec 08, 2004 - 5:18pm Last Plotted: Wed Dec 08, 2004 - 5:51pm Plotted By: STATION69 Drawing: I:\36952\IMPLANS\SIF%.dwg
PROJECT SHEET N0. OF