HomeMy WebLinkAbout1768-S BENCHRIARKi
ROUND HEAD BOLT IN CONCRETE CURB
LOCATED AT NORTHEAST CORNER OF
MILLIKEN AVENUE AND FOURTH STREET,
0.5 FEET WEST OF DROP INLET.
S.B. CO. BM NUMBER 010191
ELEVATION 1035.89'
MILLIKEN
JOIN EXISTING STRfP/NG
STA. 43+60.08 6TH STREET 10 8 1 5 5 9 ,A VENUE
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R18-1
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R26(s) ` �R18-1 �N) 4(LEFT)
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13 140' 57 114 — — — 14 — — — — — —
' STA. 53+07.63 6TH STREET --
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r� ___ a a a.. a • a_ a a a _. - _ STA. 26 60.90 MILLIKEN AVENUE
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SCALE IN FEET
GENERAL NOTES: STRIPING NOTES :
1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF O PAINT TYPE IV(R) WHITE PAVEMENT ARROW (RIGHT), PER STANDARD PLAN A24A (CALTRANS).
SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, AND
JOIN EXISTING STRIPING MAINTENANCE MANUAL. REGULATORY AND WARNING SIGNS SHALL BE MINIMUM 30" O PAINT TYPE VI WHITE PAVEMENT ARROW (LANE DROP), PER STANDARD A24A (CALTRANS).
STA. 32+67.08 MILLIKEN AVENUE EX. R26(S) ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36" ELSEWHERE.
10 I 8 1 1 8 '�' O STRIPE 4-INCH WIDE WHITE LEAD LINE AND INSTALL RAISED PAVEMENT MARKERS.
� 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON-PERFORATED
U! I 4 5 JOIN EXISTING STRIPING
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UNISTRUT POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL BE
STA. 35+77.61 MILLIKEN AVENUE 2-INCH x 2-INCH AND OF SUFFICIENT LENGTH TO EXTEND FROM THE TOP OF THE 4 STRIPE 4-INCH WADE WHITE SKIP LINE AND INSTALL RAISED PAVEMENT MARKERS, PER RC STD 133.
(N) _ (N) �.� T— SIGN(S) TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR SLEEVE AND PROVIDE 7
- - R18-10 - - _-LL -__,„ _� _r „,,,,,A_ d��'"'��"da'"'����'� � FEET CLEARANCE BETWEEN FINISHED GRADE AND THE BOTTOM OF THE SIGN(S). THE O STRIPE 8-INCH WIDE WHITE CHANNELIZING LINE AND RAISED PAVEMENT MARKERS, RC STD 133.
_ (N) _ d R18-1-- Ex.
_�.__._.__� _ ___. ._..�..-__ _. _-___,,_ ANCHOR SLEEVE SHALL EXTEND 1 TO 2 INCHES ABOVE FINISHED GRADE AND SHALL
R26(S) l_ - .` i- IR26(S)
_.._ BE 2-1/4' X 2-1/4" BY 30" LONG. POSTS SHALL BE ATTACHED TO THE ANCHOR O PAINT PORTION OF 12-INCH WIDE WHITE CROSSWALK LINES (MATCH EXISTING), PER STANDARD PLAN A24E (CALTRANS).
'� 13 ' 14 140' - 60 TYP.
SLEEVE UTILIZING UNISTRUT CORNER BOLTS OR TWO UNISTRUT DRIVE RIVETS AT
— — 14 _ I ` RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO POST USING THE DRIVE RIVETS O7 STRIPE DOUBLE YELLOW MEDIAN LINES AND INSTALL RAISED PAVEMENT MARKERS, PER RC STD 133.
OR OTHER CITY APPROVED TECHNIQUES. INSTALL R26, R26(S) AND NEIGHBORHOOD
--r �, i - '►�, WATCH SIGNS ON GREEN "U" CHANNEL POSTS. O8 PROVIDE AND INSTALL NEW SIGN AND POST, PER STANDARD PLAN R18-1 (CALTRANS).
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~- _ - _ _ _ _ —d_ _ _ _ _ _ -- - _N` __37-
- - `. 3. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND O PROVIDE AND INSTALL NEW SIGN ON STREET LIGHT POST, PER STANDARD PLAN R18-1 (CALTRANS).
- " C INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD
10.0' -(N) ;�, SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS 10 PROVIDE AND INSTALL NEW SIGN ON STREET LIGHT POST, PER STANDARD PLAN R26(S) (CALTRANS).
A. PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND MARKINGS 12 PROVIDE AND INSTALL NEW R26(S) AND W74 (LEFT) SIGN AND POST, PER CALTRANS STANDARD.
- - - -- - - - - - --- -- -- - SHALL CONFORM TO CAI-TRANS STANDARD SPECIFICATIONS, TRAFFIC MANUAL,
MAINTENANCE MANUAL AND CITY STANDARD DRAWING 133 PAGE 1 UNLESS
13PROVIDE AND INSTALL NEW SIGN AND POST PER STANDARD PLAN R1 RT (CALTRANS).
-- - - --
OTHERWISE NOTED. PAVEMENT LEGENDS SHALL CONFORM TO CITY OF RANCHOO
CUCAMONGA MAINTENANCE STENCILS.
f� PROVIDE AND INSTALL NEW RAISED PAVEMENT MARKERS, PER RC STD 133.
JOIN EXISTING RAISED PAVEMENT MARKERS JOIN EXISTING STRIPING B, EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS
STA. 32+59.25 MILLIKEN AVENUE IKEN A V NUE STA. 35+83.03 MILLIKEN AVENUE SHALL BE REMOVED BY WET SANDBLASTING.MILL
C. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL
STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETION AND
ACCURACY THEREOF TO THE SATISFACTION OF THE CITY ENGINEER.
D. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO REMOVAL OF ANY
EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL BE REMOVED PRIOR TO
n PAINTING NEW STRIPES, BUT IN NO CASE SHALL ANY SECTION OF STREET BE LEFT a
WITHOUT PROPER STRIPING FOR MORE THAN 24 HOURS, OR OVER WEEKENDS OR
m N HOLIDAYS.
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DESCRIPTION OF REVISION DATE. CITY o
APPROVED t
" KAs,�G CITY OF RANCHO CUCAMONGA
1+1 o. 30
`- IVirotm 03/31/04 SIGNING & STRIPING PLAN
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'IFOF CA_1F� 6TH STREET AT MILLIKEN AVENUE
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AND MILLIKEN AVENUE E
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NOTICE TO CONTRACTOR APPROVED BY: DATE:
RCE NO. 24953
CITY ENGINEER L o
E
CONTRACTOR HEREBY AGREES THAT HE SWILL ASSUME SOLE AND COMPLETE DESIGNED BY: RECOMMENDED: o
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ppopme W.. 1 �^
OF THIS PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTIES: THAT / A t
THIS REQUREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND DRAWN BY: � B �ARCN"CT&/PLA SHEET cr
HOLD HARMLESS THE OWNER AND ENGINEER FROM ANY AND ALL LMLITY, REAL 2355 MOI" Sty - Sude 120 9 O F 11
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT Wm' �wTio 92614
EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR CHECK BY: (949) 756-6W Fm` (949) 756-6444 DRAWING NO.
ENGINEER. Lwm 7w SPERYMM OF: