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HIL SIDAE f? OAD
I - EXIST. CURB&GUTTER RIGHT OF WAY
20 _----�-- --- --- ---- ------------ - ____--------_--------- - - ---------______-_ __-____---- -- - --- - - - -- _ ------------ ----------------------- --- ------------- --- --------- ----------------------------------------
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r===10 REPAINT 24'
F ---- — — r
1+00 2+00." 3+00 4+00 5+00 6+00 �', 7+00 8+00 9+00 10+00 11+00 12+00 13+00 24' 14+00
24' f � N
g` o o e o o •
RIGHT OF WAY
EXISITING R2(40), G93& PROP. CURB&GUTTER
I G93A PER CAL TRANS
TRAFFIC MANUAL TO BE
1r I RELOCATED
( �u 1
Cc ti
32 31 30 29 28 27
26 25
HEMOSA A VE. A
M YBERRYA VE.
SIGNING & STRIPING NOTES:
I I' VAENUAE
1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM
I
I 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' /
d 015 RIGHT OF WAY i 25 j 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON-PERFORATEDUNISTRUT
d
0 S PosTS
AND ANCHOR SLEEVES EXCEPT AS NOTED. SIGN POSTS 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
- - - - - - --�-------- 20 AND PROVIDE 7 FEET CLEARANCE BETWEEN FINISHED GRADE AND THE BOTTOM OF THE SIGN(S). THE
21 20 117 9� 21 ANCHOR SLEEVE SHALL EXTEND 1 TO 21NCHES ABOVE FINISHED GRADE AND SHALL BE 2-1/4"X 2-1/4"
22' 21 BY30"LONG. POSTS SHALL BEA TTACHED TO THE ANCHOR SLEEVE UTILIZING UNISTRUT CORNER
_ - 13+00 BOLTS OR TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO POST
f TAPER 50;1 __-__.___-__ _ 14'°0_-____-____ ___ 18+00 19+00 2aflo 21+00 22+00 �1 - USING THE DRIVE RIVETS OR OTHER CITY APPROVED TECHNIQUES. INSTALL R26, R26(S)AND
+00 17+00
_---------_ --A__ 15+00 ------ n�__-----_ _ _ �L_ e_�____ ____�---___._____ _--- ---------------_--------- ,_------- tis
___ ___ __ _—______ �- _ _ -�.------------ �!____ NEIGHBORHOOD WATCH SIGNS ON GREEN"U"CHANNEL POSTS.
~� 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 EXlS/T1NG W17 PER ___-`_ _--_ `a CAL TRANS TRAFFIC ——-——---- -- (A) PAINTAND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND MARKINGS SHALL CONFORM
FO'
MANUAL TO BE EXISITING R1 PER • TO CAL TRANS STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND CITY
RELOCATED 1 CAL TRANS TRAFFIC STANDARD DRAWING 133 PAGE 1 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL CONFORM
,t MANUAL TO CITY OF RANCHO CUCAMONGA S MAINTENANCE STENCILS.
V 'Q �t (B) EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE PLANS SHALL BE
I i
REMOVED BY WET SANDBLASTING.
I 0 (C) THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND
H/L LUJ7E ROAD MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE
WA TERFORD LANE SATISFACTION OF THE CITY ENGINEER.
CAPRI DR/VE (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
I I I I i CASE SHALL ANY SECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN 24
I I i HOURS, OR OVER WEEKENDS OR HOLIDAYS.
I
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O
SCALE: 1"'=40'
W
� I O
j I Z
JOIN EXIST. IMPROVEMENTS IV
I
LL
PER SHT. 10 AND CITY STD. a PROP. CURB&GUTTER I I
RIGHT OF WAY 406 ^ O S RIGHT OF WAY I
-- - -- ---
CV)
__ - +- - - - - - • TR :1AP25
- - - - - - ` 21 - } - - - - - - - - - - - - - - - - -
4+00 LEIGTH 140' - - -� " -----------------------------------------
ra 21 --
21
----------- I U
- - -_ - ------___- ------ -------}------ --- ------- cc
300 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0 13+00
- - TAPER 25:1 7 18" � � _� I 1 e'
'�� -- --
EXISTING RETAININGW -------------- -----��� __� j _��_ - _- - --- - - �-- - ------ - --_ --- - -- ---- --- - -L7 22 i O
/ TO BE REMOVED-. - w ♦ J T i �
- -- - - - - - - ---
_ Z
RIGHT OF WAY EXIST. CURB&GUTTER °-
�� ( DESCRIPTION OF REVISION DATE CIN Z
I O APPROVEDMAYABL=..w f?f? Y A VAEIVUAE —
I ! CITY OF RANCHO CUCAMONGA
I �
NE) P
sTR/1'/NQ1 1 S16NTrE 0
H/LLS/DEROAD
STREET IMPROVEMENT PLANS '
BENCH MARK CONSTRUCTION NOTES: for
DESCRIPTION : TRACT No. 16193 ZZ
FD 2"BRASS DISK AT SE CORNER 20 SANDBLAST CONFLICTING PORTIONS OF EXISTING STRIPING
UNDERGROUND SERVICE ALERT GRAPHIC SCALE OF HERMOSA AVE& WILSON AVE. @-- PAINT4"YELLOW STRIPE PER CITYOFRANCHO CUCAMONGA STANDARD PLAN 133 Hillside Road Sta. 1+00 to 9+00 m
HER�+�SJQ Co
40 0 20 40 80 STAMPED CITY OF RANCHO CUCAMONGA INSTALL STOP SIGN PER CAL TRANS TRAFFIC MANUAL STD. R1 EkA y
,
ORE yo CaII:ToII FREE BM 10103 1987"IN CURB RETURN
23 JOIN EXISTING STRIPING APPROVED BY DATEr-,/' l� p
G 1-800-422-4133 ELEV.= 1781 .647 aofEsslo CITYENGINEER �,�1: f�l�E"�'�. z
Q o 24 INSTALL STOP AHEAD SYMBOL SIGN PER CAL TRANS TRAMCMANUAL STD. W17 aQ tiq w Liam J. O' Neil EXP. 12/31/05 R.C.E. No. 24953 (j
U TWO WORKING DAYS SCANS 1ST 40' 25 INSTALL SPEED LIMIT SIGN PER CAL TRANS TRAFFIC MANUAL STD. R2(40) ���o��� A MART,y`�G2DESIGN RECOMMENDED o
BEFORE YOU DIG i M.M.
M- YERS&ASSOCIATES
26 PAINT 4 SOLID WHITE STRIPE WITH RAISED PAVEMENT MARKERS SPACED EVERY2tT No.50318 m - Civil Engineering,Inc.
m PLANNING-FWANEF.RING-SURVEYING
UNAUTHORIZED CHANGES 8� USES: The engineer preparing DRAWN sHEE1
Exp.��� A 19 Spectrum Pointe Ihi.c•Suite R09 (Q
these plans will not be responsible for, or liable for, unauthorized 949)s99 �
p OR 926"' o
'CAUTION":Ren tot the USA Center notifies M.M. (9.9)599 fIR 1 1 OF 1 1 4
only those utilities belonging to the center.There could changes to or uses of these plans. All changes to the plans must s� Club �•� BY: o
be other utilities present at the work site.The center be in writing and must be approved by the preparer of these plans. grFOF cAt-,FOS CHECKED R.C.E. 50318 DRAWING NO. z
will inform you of whom they will notify.
G.A.M. DATE . FILEN . —
�� O ot-0069-01 I I � o
Dwg. Revision Date. 0112512002 BY. M.P.E. PLOT DATE. 0512412002
SHT (�_ OF