HomeMy WebLinkAbout1785-S GENERAL NOTES GFENERAL NOTES
3'
—� I. TRAFFIC 516NAL AND H16HKAY 5AFETY L1644TIN6 SYSTEMS PER GALTRANS STANDARD PLAN5 6. LOOP DETECTORS 51`4ALL BE 6 FOOT BY 6 FOOT, EXCEPT A5 NOTED. CENTER LOOPS IN THE
• AND 5TANDARD SPECIFICATIONS DATED JULY, Igg2, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN.
•IF CASE I THE SPECIAL_ PRO\/151 ON5.
• 1. VEHICLE INDICATIONS SHALL BE 12", PULLB0XE-5 No. 5 AND CONDUIT 2` R1610 METAL
IF• SECTION "R" GAB. Q 2. TRAFFIC 516N5, 5TRIPE5, MARKIN65 AND LEGENDS PER CALTRAN5 TRAFFIC 516N 5PEG1- EXCEPT A5 5HOWN. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED.
¢ DOUBLE YELLOW LINE FICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL. AND 5TANDARD 5PECIFICATION5. CONFORM
OR MEDIAN CURB FAGS PAVEMENT LECEND5 TO CITY 571'ENGIL5. REFLEGTORIZE ALL 51GN5, STRIPES AND LE&END5. 5. El EGTRIGAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR 516NAL5
51 _ -- - - - (ONE 50 AMP), ILLUMINATED 516N5 (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER
"R" GAB. { LE�_ 7 TURN LANE 3. MARKERS AND PAINTING PROGEDURE5 FOR 5TRIPIN6 PER STANDARD 5PECIFICATION5 FOR PUBLIC 1200 WATT5 OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND 5GHEDULIN6 WELL
51DEWALK 30, 15' 10' _ WORKS CONSR TUCTION, 2000 EDITION. IN ADVANC O'E F NEED. 5EE 5ERV WIR
ING RING DETAIL HEREON.
;n O
* 4. LOCATE ALL 5UB5TRUGTURE5 PRIOR TO CONSTRUCTION. HAND D16 FOUNDATIONS UNTIL q. THE CONDUCTOR SCHEDULE 15 FURNISHED A5 AN INSTALLATION GUIDELINE ONLY. IT SHALL
PLAN SECTION 0 CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED
¢ 8"WHITE TURNING LANE LINE m 3 SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION.
COMPANIES, 48 HOUR5 PRIOR TO GONSTRUGTION. LOCATION OF UTILITIES AND 511LI15-
2, THRU LANE m < 5TRUCTURE5 HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIE5 PHONE 5
SHALL CONDUCT H15 OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE
UTILITIES AND 5UB5TRUGTURE5 SHOWN, BUT OTHER UTILITIES OR 5U ,STRUGTURE5 THAT SOUTHERN CALIFORNIA E015ON GO.
10' iv v ARE NOT SHOWN ON THESE PLANS. (CONTACT David Quozoda ) (qOq) 351-6240
* SOUTHERN CALIFORNIA 6A5 CO. (WO) 422-4133
IF m ��R�� 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, GRO55KALK AND LIMIT LINE LOGATION5 PRIOR VERIZON 000) 422-4133
SECTION GAB * TO FINAL PLACEMENT. PERFORM PRELIMINARY 5TRIPIN6 LAYOUT PRIOR TO LOOP DETECTOR PACTEL (WO) 422-4133
('� ¢ 4" LANE LINE m LAYOUT. C0GAMON6A COUNTY WATER 015TRICT (qOq) g8-1-25g1
--- �..__--_---- (WATER AND 5EWER)
51 THRU LANE 1 UNDERGROUND 5ERVIGE ALERT (800) 422-4133
R GAB. /«
SIDEWALK 10'
'Z
PLAN SECTION IF
4 LANE LINE OR
CURB TURNING LANE LINE iu
EXIST. C S G
iv �, THRU OR RIGHT 10, _ ;� E.G.R.
TURN LANE �► S
TA lip
NRN GAB. ��� GAB � 5� Lu %v C III II _ II
SECTION a m 6�2 j 8 UG 6 �Gh 11
2
SIDEWALK TOP OF CURB FACE 1 �Q I »
Y2 I I
� IIQN _NpN _� 4
• ARIES 040
r 0
rU
PLAN SECTION
v
m
TYPE 'R' CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE 1.1.6.N.S. LEGEND DETAIL
PAD DETAIL REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS (EXACT LOCATION BY ENGINEER IN THE FIELD)
- - --__"-
REMOVABLE
STEEL CAP
8'-0"LENGTH — PLANS FORTHE C:ONSTRUCTION of
ARM LENG
60" �� 24" ,
SIGN TAB" 48" 12" TRAFFIC: SIGNALS AND SAFETY LIGHTING
DETAIL
AVE
AT MILLIK.FN AVENUE VINTAGE DRIVE
� SINGLE INPUT
6300 COUPLING AT EMERGENCY VEHICLE
M1'
I I 'l k 4p-lk. nBOTTOM—FOR PREEMPTION DETECTOR
tt (SIGN WIRING
_ CONNECTORS &l1FFFFFFF4EET INEDEX
1— 6 "OR I 6" BY OTHERS) N N
e'-0" 1.5 TO .-5 A5TRO Mlnf-Brae AB-0155-L OR
NOTE: LB CONDULET, STO CABLE, HANGING REDUCER
HARDWARE do SIGN BY OTHERS AB-0132-L MOUNT OR
ARM TUBE SIZE GENERAL NOTES SIGNAL POLE APPROVED EQUAL 1. Title / Detail Sheet
LENGTH END O.D. x BASE O.D. x THK. MAT R& A 2. Traffic Signal Plan: Milliken Ave. mintage Dr.
SteelSHAFT of 4 psi minimum yield after fabrication MAST ARM
8'—°" 2 3 8" x 3 1 2" x " GA. LATES M A— tees ASTV A-36 teel VIGINITY MAP 3. Signing Striping Plan: Milliken Ave. $ Vintage Dr.
& FLANGES (ONE WAY / ONE OUTPUT)
BACK CLAMP PIPE ASTM A— -- rode "B' Steel
W/4 BOLTS A M A N
( TM A-307) r flush with
LONGITUDINAL All welds sholl conform to AWS D1.1 weld
SIGNAL POLE WELDS specifocation
DIAMETER AT EMERGENCY VEHICLE DETECTORS Project
24' ABOVE FINISHA
— FINISHED GRADE STRUCTURE Hot dip galvanized Der ASTM A-123 Location
HARDWAREHot dip galvanized per ASTM A-153
71RUCIURE In accordance with he 'Specification for Structural
R CLAMP HARDWARE Supports of High waayy Signs, Luminares and —
Traffic Signals. AASHTO 1994 — _-
HI6Ftl./1i� N�� �" ^6 IVE
WELDING In accordance with the "Specification for Structural 30
1 1/2" DIA. Supports of Highwaayy Signs, Luminares and 0 L---J 0 30 J No. DESCRIPTION OF REVISION DATE CfTY
DEBURRED Tra �c Signals. AASHTO 199 ,� 14TN T � �� APPftOWED
SIGNAL POLE HOLE IN
CLAMP � VIGT IA PN2lC
L DIA. HOLE IN BASE L � ❑ CiTY O
CLAMP SUPPLIED }
V F ❑�
WITH A TYPE "F" (i ARM — — D h TRAMt
— + T TAPPI6UNCNG
BLUNT LL ❑❑❑ \� iC S
POINT TAPPING 3" 66
SCREW (PILOT HOLE RAD. (HOLD) lu
TO BE FIELD AS REQ'D. >
DRILLED) _ < < < < < M I LL IK NAVENUE
NOTCH OR DRILL 1" DIA. HOLE RAD. " 1• S AND VINTAGE 1 AGE D R I VE
FOR DRAINAGE W/GROMMET 4
IN POLE 16 DIA. J
(FIELD DRILLED) DRILL I QRpfESS/q�,� TM � �S
CLAMP DETAIL SIGN TAB DETAIL ZZ 6THST ,�c����,GlEL£,�p� E�, / , 8-
L �o �' � APPROVED BY: � � DATE.
4TH sT � CiTY ENGINEER RCE: 24953
Eq. 3-31-03
HORIZONTAL i ISNS MAST ARM * No 421r56 * DESIGN PLAN PREPARED BY:
c J.T.H.
CITY OF RANCHO CUCAMONGA
E 10500 CIVIC CENTER DRIVE
Of �� \ DRAWN RANCHO CUCAMONGA, CA 91730 SHEIE
J.L.A. I of 3
CHECKm R.C.E. NO 421 W DRAWING NO.
~ DATE ME NO -11 745S—S
MEN& 1 1 11 IN leg I'm INM limp 1 1111,1 -11 11 williffilml a No go I
11 Nail 1 10 lllilloommomi 0-11 1 lig
_A+
(i)INPLIGTOR 5Ci"-P,L)LE Of-TCTOR SG44EMLE
RUN No.
"LE
E ill r,Ou
'CONTROLLER P GH"
A
-Aw I"*-
SENSOR 04ANNEL
G IRCl I,T 1 2 i VeTECTOR INPUT
5TANDARD 51&NAL MMNTIN,& FIF5 13PI3i
POLE LOCATION,
it 11LUH1NAJRE-
01 VEHICLE 3 3, 3
_N
5,16i. LUM Rp5v LE&END
TYPE VEHI CLE Pt4A5F OW B
3
02 VIE
E
m,,A. M.A,, HE-16+4T PED ARROW PHA-5E AF&
Sw DOOR-m Sli I
04 VEHICLE 3
r,-7) CA) 11-3-50, 20 12 .30 200H- MA5 5v_1_ El 5p-1:-!CS 4>6
3 2-5-d>2 (4) , 1110 1 - M111fiken
05 VEHICLE 3 3 3 3 --d
0
0 QD 15 30 200H 15V-1-T 5P-1-G5 (pe> 3
(06 VEHIC�i 6 b (1) 4
2q-4-&O 50' 15, 50' 200H MA5-5A MA5 6V-1-T 5P-1-CCp oe> Vin togie
0& IvilGLE 3 3 3 6 3 2-H 04 (3), 12
I-A 5\/-:2 T5 5p-[-Gs t02
02 PEE) 4 4 1 2 2 2 1 3-Nitiiiii�ft, (2) , 14
4
AVE
1-7-3-e�0 201 12 200H MA5 5N/-1-T Molliken 11
:2 3-5-02 10 63w
-2 :_2 "._2iiiiiiiii� 2-
06 PED
#14 Ob PED 2 2 2 4 4 2 4 501
15 200H 5V-1-T 5F'i I-G5
2 (1) 02 3
5
MA5-5,A A5 :5p-1-c's I VIintoge if 1*
02 PPD 2 2 1 2 1 2 2-5-05 0) , 15 2q 50 15 30, 20OP4 M 5v�iiiiiiillii,r 3
1200
ft PPE3 2 2 2 i-A 1,01 5V-2, T5 4>61 -lob- 3
2-N-ft (4) 14
0�5 pp5 I 1 11 2 2 1
..........
_E
102 BIP5 1 4>16 (it
GK illoo"ST 15 W
1. ALL E )I`PP
06 BPE3 I I 1 1 1
6-1 w.w., 2. ALL VERICLE INVICATION15 SHALL BE 1:20. t
Exp3
PB COMMON I 1 1 2 2 1 1 1 06
'DE-5TFZ1AN INDIGATIOt4S SHALL BE LED.
A A
3. ALL VEHICLE AND PE
5F>ARE5 3 1 3 3 3 6 6 3 -3 1 3 2 402 41 05 E>V-4
it
FH
TOTAL 16 20 24 30 5-7 5-7 23 21 11 oe� EXP-5
2 404 Exp-b
#12
510. C110MMON 1 1: 1 1 2 2 1 1 1 1
22 lit 22
D Cons-,-ruct..'L.on No',-,,,
#1 W HAABER OF LOOP5 FIER DETECTOR CHANNEL.
0 LUMINAIRE 2 2 2 4 2 2 2
It
n ",
- i n is Ic, %
u r n 1 s,-,, a n J '-J',_' 20A 1p c ' rcu � e r
TOTAL 3' 6 2 3 3 3
b r e
C)�
R
1 n. d p to r t 1' o n o-F p o w er- P E`U�hc,,,
01' DETECTOR 2 2 21 2 2 2 1
s In e x 1.,n111 g o niulll, 1
t-
t s
1 3 #-12 "'T"HHN cond,;1',."c,to
d>2, DETEC�,TOFZ
1 u
-2 Pu
y
y
DLC 4)4 DETECJOR 2 2 2 2
�_e
us 1:-n. w
2
a e g J �,ctnnec"�o-
�P5 DETECTOR 2
Ile
OTE
till
4)6 DETEC.,TOR, 3 3 3 3, 5 �Nl _'i
1: i j........ 1) c c.ul o o rrRON (_'.-_1o11ecto,-,;�-
31, J_ I L
_j :1 _L 3 u rn s h a Moutri k
Gi
0,bi DETECTOR 2 2 2 2 G
o 1 ' gh x_
1 It-, po_tle arm.
TOTAL 5 5 -1 -7 1 14 14 2 2 0
iE\/P c��,,.,eNBLE It 1 2 4 4 2 1 1
C,-ONIDOT 51ZE
...............
A DETAIL "A" DETAIL "B"
TERMINATE 4, IN5ULATE ENVIS, OF UNLJ5ED 0 RFD 4:
EX.R1
C-,ON0tJGT0fZ IN POLE 4 CABINET FOiZ FUTURE
H
LEFT TURN PHASE RED.
2
UA z
Lim" > < > > > > > > > > > > >
- ') �r kiJ 0 �) �1) 0 0 kJ %J 0
(y- �2
�p
4sw 411M lsillismomm am Ili I man lil'lill'1111,114 MONO am =11-1 OWMINNININ ON I I
-1,L
lei
r i
lul C3 c 3 C 3 E3
cl E3
FZ34 WNW WL
LJ
. 4
51
--------------------------------------------------------- -------------------------------------------------------------------- --------------------
I
to
3�N 06,
J*i
---------- -------------------------------
4
z
...........................................
z
(PI a 4>6
4z
Detail "A",
..................................
----- --------- -------- ------------ ----------------------------- -------
2-N-01
4 EX. R 1 "7 R-73-1
4
4 10 151 30
4-4 Lp
'30 15
(02 4 4>5 EK R,1
1- -05 mown Ill
-----------------------------
Vietall A"'
40- ___*------- -5
A, 02 t 0
'o--N 6_1�
14)2
_---------------------------k4l:
N
12 G., I fl-G
-------------------- A 6 ------------------------------------------------------------ ------- ------------------------ -----------
--------------------- Detoll "'B" I
...................
Odom mom" Z."I amm. (P2
CD
J
2
7%.. 101 0 0
tole gogy-wi
41 z
E �p 4
�,31"Gllltf 3#b PER 'E
",-50E I;ZEOL'r�
6 1 - ''110 IN N Ili Ill 11 NUNN ll sun Iff-w IMME11-1,111 4WD WN1101 I 1 11 1 all I I=
4M ill EM111 I I In IN 10 1 1 01 a I llponl= Mo me milli am 4=0 ==I I monell 101001100=1111 am I on 41* =10 I I ill 4=0 r 40M SMOMMI 1 ill 11 1 1111111111 Noll I IN w 1111 40M
or t I
2#It 0.
UF
de
L-I I
-7 H
>
<
f I
SGALt I'If 20t
_j
t 1i
C)
z
20 ME
I ON iN
V1 AeRAM
F"ASE orth
FUWISW A?%0 INSTALL 8 PWASE NEMA CONTROLLER ASSEMBLY WITW DETECTOR SENSORS,, UPS SYSTEM AND AUXILIARY
If
t I
E=, If"ENT IN A TYPE ':R,' CAMINET PER TWE SPECIAL PROvISIONS. EXACT LOCATION TO BE DETEI;�IINED 5Y TWE ENGINEER, SEE SWEET I-CA E 02
FUFN,fe" AND INSTALL MODFIED TYPE 1,11-15F SERVICE WiTW ONE 50A-lP CiIRCUIT BREAKER FOR METERED 616%NALS, ONE' 30A_Ipl
it
CIRCUIT MREAKER FOR LA4METERED LIGWTIW, .s AND- ONE 15A-1P, C[RCUIT BR'EAKFRL F(:)R METERED PER STANDARD DRAUXW3 NO. 401,
Dro ' ecl-
4011 02 03 04 rVWD Da'C"a (""o" ec�tor A111.
22 22
iiiiiiii _C>W
ILE INMT EMEI;ZSENCY VEPICLE PREEMPTION DETECTOR ON SIGNAL MAST ARM PER &4EE!T I CF 3. L------J
fqjW1SW AND INSTALL SINC C"
N
NO. DE'SCRIPTIO OF REXASION DATE
APPRG%
0 IN I will will-I 11ml,amw
L_�j fUWtSW AND INSTALLSIGN AS CALLED FOR PER STATE STD. PLAN ES-ibT DETAIL U.
cli Ty: !c*
........
05 4>e�r
LOCATE ADVANCE DETECTORS 250' TO X-IWALK OR LIMIT LINE ON NORTH/SiOUTW, STRFET AND Iss' TO ><i-WALK ON EASTALEST STREET, ..........
L�j
1�010ATE5 PMMISSN/E LEI=T TLNZN,, WNTROLLER 5#4ALL M TRAFF1 C -SIGNAL CaMr5TFaJCT1.0N, PLAN
It
-Tr
Rj."- OvE, EXIST[Wx PANDICAPPEO ACCESS RAMP� AND CONSTRUCT SIDEWALK, CUR8L AND d"TT,ER TO MATCH EXISTINi
PRO64ZAM.'per) AND C;A5INET .HJ;f;Tp F'ORL f5ACK4JP PROTECTI(�$N.
I T Wt
TL W ftL L ROPE
AVV; R� F
IN5'rALL 2
Ess/
EXISTM STREET L*i4T TO BE REMOvED BY OTWERS.
I LL
APLPROVED BY
ch
CONSTRUCT WANDICAPPE, ACCES6 RAMP PER CIT"r STANDARD DfZ"1W
No,. 102 DATE
CFTY ENGINEER 24953
Ln Ev. 3-31-03 RCE
-1 1 501,1 Iloilo
*f
N PREPARE[i Br
%. 421% DOM,
P LA
fURNITe" AJ�0, INSTALL SIGN AS SWO11K
Cr
I v J.T.H.
A&
CITY, OF RANCHO UICAMONGA
or c�v 10500 CIVIC CENTER DRtVE
SHI
RMCHO CUCAMONGA, CA 9 1730
2
OF
&CLF. No 4211M DM"Nlw NO.
I i I MO=Ill 1111 IN I I I I ftum-fti- I I I M plM Ill Ill'1 110 ill Ill 11 1100 11,01 IN Ill I I I 1 11 Nil
- --------
zol
E 3
2
A
W41 50'
10
II II II GENEF� ALNOTE5 :
DETAIL 'IA" I. WET SANDBLAST ALL GONFLIGTING STRIPING
AND LEGENDS
" NH I TE
- LINE 2. REPAINT ALL EXISTING STRIPING TO REMAIN,
4'
BETWEEN THE FOUR "515NAL" LEGENDS.
+ 3. ALL STRIPING PER CITY STANDARD PLAN
B GUR
133
6'
4. OBTAIN APPROVAL OF LAYOUT FROM
l� TRAFFIC ENGINEER PRIOR TO FINAL STRIPING
I
5 I i
,4 —I
i L St? I I •
T '
p 1
RI `
6' S'
FH 112,
4' -�
GABLE
1
1
=' 22'
q I
C: 6TE
IILLI < EN � 3
EX. RI 5 4
ww ww ww ww ww ww ww EX.693ww ww I J t"``;, ,. , 10 .;!a
ww ww ww ww ww ww w ww ww ww
10
-- O [, ; ' Ex. RI ., �, O �, �, n ., O .. ., ., ' Ex. wrr I
--- --- --- --- --- -- --- --- EX 5 ::. •
--- --- --- --- --- TN/h , ---------------------ti
--- --- --- ---
3O I b
--- --- �i3 II --- --- --- --— 516N I 2 II --- --- --- --- --- --- --_ - - L --- I --- --- 4X W --- --- —
50' To oft
--- --- --- --- --- --- --- --- I — -
--- - - -- ---
12' sin
a ---
�i-------------------------------------------------
41
---- e� —• � 1
.
I'� 1
--- --- --- --- --- --- --- --- --- I` --- ---
V
450' TO - --- --- --- --- --- --- --- --- --- --- -
�L_IMI LT�INE � IDO 4� 3 � II' -- --- --- - - --- --- --- --- --- --- ---
�� 3 ,
2_ u \ I I 2
10 --- --- --- --- - -- - —- —- —- - — - --—---------------- - -- --- --- --- --- --- --- --- --- --- --- --- ---
i _ 14 EX.RIB - _ I 1 -- - - --- --- --- --- --- --- ---
�' — — —11 — — — — I — ' e- I EX. RI ; Ib II' :-i
FH
II
51 DE k4A K
O'
ww ww ww ww ww ww ww ww ww 200' ww / ��„'- I nr
w ww ww ww ww ww ww ww ww ww ww�E X.R 18 v E X. OC13
RS Ex.R26(5) 12 I I EX. R2((5)
RI EX.5TNAME 516N
� 1 GIN I N� 4 5 T 1 f I IN G: NCTE &- --
100' q 4 \/ ENUE
❑ 1
1 REMOVE EXISTING STRIPING BY NET SANDBLASTING. 1
EX. (35)�r n,
2 PAINT 4" WHITE LINE PER CITY STANDARD 153.
(D 1 IRRIGATION
❑ REPAINT EXISTING 12" WHITE LIMIT LINE OR X-WALK PER CITY STANDARD 133. t 22 22
1
GTE
F4] PAINT RED CURB AS SHOWN
" =
aREPAINT EXISTING "STOP" LEGEND AND 12" WHITE X-WALK SCALE: I 40'
1
Pol PAINT 12" WHITE LINE PER CITY STANDARD 133. N� r
o th
1
F-11 REMOVE � SALVAGE EXIST. RI AND POST. INSTALL TYPE K MARKER
1
1
aPAINT 4" SKIP WHITE LANE LINE PER G I TY STANDARD 133. (GERAMI C RPM)
ov
1 NO. DESCRIPTION OF REVISION DATE My
FBI PAINT DOUBLE YELLOW GENTERL I NE A5 SHOWN PER G I TY STANDARD 133. (LENGTH AS NOTED)
cm X V 1 1 1 CIF fRAWwoW0 VvlCAM
1
11-01 PAINT "SIGNAL AHEAD" LEGEND AND INSTALL W41 AS SHOWN. 1
SIGNM AND STizlPM PLAN
11 RELOCATE EXIST. R26(5) TO NEW POST A5 SHOWN. REMOVE AND SALVAGE EXIST. GQ3 AND ST. NAME SIGN.
MILD IKEN AVENUE
F12] RELOCATE EXIST. R26(5) FROM ST. LIGHT TO EXISTING POST AS SHOWN. APO /�
Q QQOf ESSIp,�,� ��'1(�f 1 A4W I�
hti �k G 1 L l fso,�,�•�C�
13 6
PAINT " WHITE BIKE LANE FROM VINTAGE TO JOIN AT FREEWAY PER DETAIL 3Q. (GALTRANS TRAFFIC MANUAL) APPROVED BY: DATE.. 6 - 1 _21
14 �� * E�. 3-31-03 * CITY ENGINEER � RCE: 24953
a PAINT 6 WHITE B 1 KE LANE PER DETAIL 3CIA (GALTRANS TRAFFIC MANUAL) J, No. 42156 oe PLAN PREPARED BY:
REDOMMMED
J.T.H. CITY OF RANCHO CUCAMONGA JAG'
15 PAINT "BIKE LANE" LEGEND AND INSTALL R51 PER DETAIL "A" ON PLAN. pF CA���` DRWN 10500 CMC CENTER DRIVE SHIM
RANCHO CUCAMONGA, CA 91730
J.L.A. 3 OF 3
16 BIKE LANE TO BE DONE BY OTHERS. aIa® R.c.E. Mom DRWM NO.
WE 17 65-5
i I