HomeMy WebLinkAbout1841-S - REVISED 7-18-241+00 2+00.
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HF MOSA A VE.
REPAINT
EXISITING R2 (40), G93 &
G93A PER CAL TRANS
TRAFFIC MANUAL TO BE
RELOCATED
3+00
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'IHIL S IDAE f?OAD
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EXIST. CURB & GUTTER
--_---------------____------------ --------------------_----------------
4+00 5+00 6+00 �I 7+00
f 24'
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31 30 29 28
8+00
9+00
27
10+00
11+00
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RIGHT OF WAY
PROP. CURB & GUTTER
26
RIGHT OF WAY
----------- 24-
12+00 13+00 14+00
25
SIGNING & STRIPING NOTES:
24' N
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1
1
1
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1
MA YBERRYA VE.
I og-A V A= V A=1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM �7 E:7 f�X V1 I iZ>Z-A I TO THE CAL TRANS SIGN SPECIFICATIONS, TRAFFIC MANUAL, AND MAINTENANCE MANUAL. REGULATORY
JI ! ) ; I AND WARNING SIGNS SHALL BE MINIMUM 30" ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36'
/ EXIST. CURB & GUTTER ' , ; ELSEWHERE.
SCALE: 1 " = 40' /
d015 RIGHT OF WAY i 25 j 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON -PERFORATED NI TR
d 0 S U S UTPOSTS
AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGNPOSTS SHALL BE 2" X 2" AND OF SUFFICIENT LENGTH
-----------
_ _ - _ -� �- _ _ - - - - _ - -+ TO EXTEND FROM THE TOP OF THE SIGN(S) TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR SLEEVE
- - _ AND PROVIDE 7 FEET CLEARANCE BETWEEN FINISHED GRADE AND THE BOTTOM OF THE SIGN(S). THE
23 21 20 21 _-__-- --^ ANCHOR SLEEVE SHALL EXTEND ITO2INCHES ABOVE FINISHED GRADE AND SHALL BE2-1/4"X2-1/4"
Zr 27 21 BY30"LONG. POSTS SHALL BEATTACHED TO THE ANCHOR SLEEVE UTILIZING UNISTRUT CORNER
_ - 13+00\114 � BOLTS OR TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO POST
f 00 TAPER 50. _ _- _ _._ _ _- _ _ _ 14+00 1s+o0 19+00 2o;flo 21+00 +� - USING THE DRIVE RIVETS OR OTHER CITY APPROVED TECHNIQUES. INSTALL R26, R26(S) AND
+00 17+00
___ ______ -_ __-__ 15+00 � �__-----_ _ _ �L_ e_�_ ___ __ __---___.__ ___- _. _---------------------------- , _------- Lis
- - _ _ _ _ _ _, - — - - - - - _ -- ` �- _ - -�. -- - - - - - - - - - - - �! _ _ _ _ � ' NEIGHBORHOOD WATCH SIGNS ON GREEN 'U" CHANNEL POSTS.
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~� 3. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT
- - - - //� MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
� � AND THE FOLLOWING PROVISIONS:
\ � � RIGHT OF Y � PROP. CURB & GUTTE �EXISMNG W17 PER � � _ _ _ - ` _ _ -- _ ` Mp
a CALTRANS TRAFFIC — — - — — - -- - -- (A) PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND MARKINGS SHALL CONFORM
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° EX/SITING R1 PER _ •
V
CAP?/DRIVE
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WA TERFORD LANE
JOIN EXIST. IMPROVEMENTS
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PER SHT. 10 AND CITY STD.
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RIGHT OF WAY
406
0
- - -
T 26
-- -
- �-
TAPER25:1 21
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-_.•_ _
3+00 5+00 6+00 7+00
- TAPER 25:1 Y 1s
EXISTING RETAINING WAT___�-----1--"-"�'----'�'�'
r TO BE REMOVED
446
SCALE: 1 " = 40'
PROP. CURB & GUTTER
NO
MANUAL TO BE
RELOCATED
W
RIGHT OF WAY
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4--�-7-7
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CAL TRANS TRAFFIC
MANUAL
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TO CAL TRANS STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND CITY
STANDARD DRAWING 133 PAGE 1 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL CONFORM
TO CITY OF RANCHO CUCAMONGA S MAINTENANCE STENCILS.
(B) EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TOME PLANS SHALL BE
REMOVED BY WET SANDBLASTING.
(C) THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND
H/L L E ROAD MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE
SATISFACTION OF THE CITY ENGINEER.
(D) SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO REMOVAL OFANY EXISTING STRIPES.
EXISTING STRIPES AND MARKINGS SHALL BE REMOVED PRIOR TO PAINTED NEW STRIPES, BUT IN NO
1 I I i CASE SHALL ANY SECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN 24
W I i HOURS, OR OVER WEEKENDS OR HOLIDAYS.
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1 --j I I ;j +00 9+00 10+00 11+00 12+00 13+00
- RIGHT OF WAY EXIST. CURB & GUTTER
111
MA YBAEf?f? Y A VAEIVUAE
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UNDERGROUND SERVICE ALERT GRAPHIC SCALE
40 0 20 40 W
tCFoRE yoG Call:Toll FREE
Q o 1-800-422-4133
U 0 TWO WORKING DAYS (IN FEET)
SCALE: 1' = 40'
BEFORE YOU DIG
UNAUTHORIZED CHANGES & USES: The engineer preparing
"CALMOM: Remember that the USA Center notifies these plans will not be responsible for, or liable for, unauthorized
only those utilities belonging to the center. There could changes to or uses of these plans. All changes to the plans must
be other utilities present at the work site. The center be in writing and must be approved by the preparer of these plans.
will inform you of whom they will notify.
BENCH MARK
DESCRIPTION:
FD 2" BRASS DISK AT SE CORNER
OF HERMOSA AVE & WILSON AVE.
STAMPED "CITY OF RANCHO CUCAMONGA
BM 10103 1987" IN CURB RETURN
ELEV.= 1781.647
CONSTRUCTION NOTES:
20 SANDBLAST CONFLICTING PORTIONS OF EXISTING STRIPING
21 PAINT 4' YELLOW STRIPE PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 133
22 INSTALL STOP SIGN PER CALTRANS TRAFFIC MANUAL STD. R1
23 JOIN EXISTING STRIPING
24 INSTALL STOP AHEAD SYMBOL SIGN PER CAL TRANS TRAFFIC MANUAL STD. W17
25 INSTALL SPEED LIMIT SIGN PER CAL TRANS TRAFFIC MANUAL STD. R2 (40)
26 PAINT 4' SOLID WHITE STRIPE WITH RAISED PAVEMENT MARKERS SPACED EVERY20'
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Dwg. Revision Date. 0112512002 BY. M.P.E. PLOT DATE. 0512412002
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