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GRAPHIC SCALE
200' 0 100' 200' 400' DIAL TWO
BEFORE DAYS
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1 " = 200' YOU DIG
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION
�1\ REVISED QUANTITY, CONSTRUCTION NOTES &
REMOVED "NOT FOR CONSTRUCTION"
n2� REVISED STRIPING FROM STA. 53+03.23 TO
STA. 58+40.00; REVISED QUANTITY
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7
C17Y OF FONTANA
COYOTE CANYON ROAD, ROADRUNNER ROAD
AND DUNCAN CANYON ROAD
PHASE 2 - INFRASTRUCTURE
SIGNING AND STRIPING PLAN
GENERAL NOTES
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE
i CITY OF FONTANA, THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA (DATED JULY 2002), THE 2003 MANUAL ON UNIFORM
I I TRAFFIC CONTROL DEVICES (MUTCD), AND THE MUTCD 2003 CALIFORNIA SUPPLEMENT.
2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS.
3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC PER SPECIAL PROVISIONS.
APN 0226-072 I 4. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS.
—82 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN ON PLANS, PER CITY STANDARD DETAIL NO. 139.
I I
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
I I P.M. 122/57 I 7. CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION.
I I PAR 2 I 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD DETAIL 1006.
9. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS, SECTION E.
I 10. SUBSTITUTE TYPE "C" FOR TYPE "G" MARKERS ON DETAILS 12, 37B AND 38 FOR HIGHWAYS WITH RAISED MEDIANS.
I
I I APN 0226-072 I 3 �81 I
I I
APN 0226--072--44 I
P.M. 122/57 I I
PAR 1 ASH
IVi
TRACT\16325
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APN 0226-072-88 I APN 0226072-r37
SHEET 3
..
07124106 AEI-CASC SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER
03/01/0AEI, CASC _ 3 tib MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
olloli((/VILY1.7. x.11 I CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
SEAL -ENGINEER
QROF ESS/0
c� r,
NO. C041983
EXP. 3/31 /08
sf C10-
OF
N -OF CAS\F��
2��/0
'121
A 0 I
A0 " SHEI
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COYOTE
CANYON
ROAD
ROADRUNNEI
anen
>ITE LOCATION
DUNCAN CANYON
ROAD
v CHERRY �h
AVENUE
RCREEK
SUMMIT DUN AN CANYON
AVENUE .............. ROA
VICINITY MAP
100mm (4")
WHITE STRIPE
TYPE C DIRECTION
MARKER OF TRAVEL
L. . _
150mm (6") 15m (49') 2nd MARKER TO BE
PLACED 6" FROM
T,P
'LIMIT LINE OR
X- WALK
DETAIL
N.T.1
FUTURE PARK -SITE
CONSTRUC77ON NOTES AND ESTIMATES OF OUANTUES
O
APPLY 12" THERMOPLASTIC LIMIT LINE PER CALTRANS STD. A24E---------------------
761
L.F.
1
20
PAINT 4" DOUBLE -DOUBLE YELLOW LINE (DETAIL 29) PER CALTRANS STD. A20B-----------
2 739
L.F.
O3
PAINT 4" WHITE EDGELINE (DETAIL 27B) PER. CALTRANS STD. A20B-------------------
1,315
L.F.
40
APPLY THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STD. A24D - - - - - - - - - - -
- - 18
EA.
1
50
PAINT SOLID 8" WHITE CHANNELIZING LINE (DETAIL 38) PER CALTRANS STD. A20D----------
2 1,350
L.F.
O6
APPLY THERMOPLASTIC TYPE IV (L) ARROW PER CALTRANS STD. A24A ------------------
19
EA.
O7
INSTALL STOP SIGN "R1-1 " BELOW STREET NAME SIGN --------------------------
7
EA.
80
INSTALL REGULATORY SIGN"R4-7"-----------------------------------------
11
EA.
O9
INSTALL WARNING SIGN "W 1-6" -----------------------------------------
2
EA.
1
10
APPLY 6" WHITE BIKE LANE LINE (DETAIL 39) PER CALTRANS STD. A20D----------------
5,651
L.F.
11
APPLY 4" WHITE LANE LINE (DETAIL 12) PER CALTRANS STD. A20A-------------------
2 950
L.F.
12
APPLY 6" WHITE BIKE LANE LINE (DETAIL 39A) PER CALTRANS STD. A20D---------------
1,400
L.F.
13
APPLY 4" WHITE STRIPE WITH TYPE "C" MARKER PER DETAIL "A" SHOWN HEREON. ----------
1,050
L.F.
2
14
O
INSTALL TYPE "OM2 -1 H" MARKER ----------------------------------------
11
EA.
15
O
INSTALL TYPE "OM 1-3" MARKER -----------------------------------------
2
EA.
1
16
PAINT 4" YELLOW CENTERLINE (DETAIL 2) PER CALTRANS STD. A20A-------------------
1,281
L.F.
17
INSTALL REGULATORY SIGN "NO STOPPING ANYTIME" [R26(S)(CA)] 12'x18" ---------------
34
EA.
1
18
APPLY 4„ WHITE LANE LINE (DETAIL 14A) PER M.U.T.C.D.--------------------------
6,474
L.F.
19
INSTALL WARNING SIGN "W4-2" ------------------------------------------
2
EA.
20
APPLY THERMOPLASTIC TYPE Vl L ARROW PER CALTRANS STD. A24A - - - - - - - - �'
() T--------
3
EA.
2
21
PAINT 4” DOUBLE YELLOW LINE (DETAIL 22) PER CALTRANS STD. A20A-----------------
1,606
L.F.
22
INSTALL REGULATORY SIGN "BIKE LANE" [R81(CA)]------------------------------
14
EA.
23
INSTALL REGULATORY SIGN "END" rR81 B(CA)]---------------------------------
1
EA.
�4
APPLY THERMOPLASTIC "BIKE". PAVEMENT MARKING PER CALTRANS STD. A24E ------------
1 1
EA
25
APPLY THERMOPLASTIC "LANE" PAVEMENT MARKING PER CALTRANS STD. A24E ------------
1 1
EA.
_
26
INSTALL WARNING SIGN "ROAD ENDS 1300 FT" [W31 A(CA)]-------------------------
1
EA.
27
INSTALL WARNING SIGN "RIGHT LANE ENDS" [W9-1] -----------------------------
1
EA.
28
REMOVE EXISTING STRIPING AND PAVEMENT MARKING (SEE GENERAL NOTES NO.9) - - - - - - - -
- - 1
L.S.
1
29
APPLY THERMOPLASTIC TYPE IV (R) ARROW -----------------------------------
1
EA.
30
INSTALL WARNING SIGN "ROAD ENDS 500 FT" [W31 A(CA)]--------------------------
1
EA.
31
INSTALL TYPE "F" DELINEATOR PER CALTRANS STD. A73C-----------------------
-- 2 12
EA
1 32
APPLY TWO-WAY LEFT TURN LANE PER MUTCD DETAIL 32--------------------------
780
L.F.
33
INSTALL R61-19 (CA) ------------------------------------------------
1
EA.
34
APPLY THERMOPLASTIC BIKE LANE ARROW PER CALTRANS STD. A24A-------------------
12
EA
2 35
INSTALL REGULATORY SIGN "R4-1 "-----------=--------------------------
1
EA.
AE 1� CASC
CITY OF FONTANA, CALIFORNIA
E I\i Ci I N E E RI I\I C3
SIGNING AND
STRIPING PLAN
937 SOUTH VIA LATA
DRAWN BY:
COYOTE CANYON ROAD, ROADRUNNER ROAD
SCALE:
SUITE 500
OS
AND DUNCAN CANYON ROAD
AS SHOWN ABOVE
COLTON, CA 92324
PHASE 2 - INFRASTRUCTURE
DESIGNED BY:
DATE:
PH. (909) 783-0101 FAX 909 783-0108
os
TnLE SHEETANDEX SHEET
NOV. 2005
PREP CHRIS D. CUMMINS R.C.E. NO. 41983
EXP T : /31/08 �-
CHECKED BY: /
APPROVED BY:
In
DRAWING NO.:
1
DATE (v ���
SBC
3A z d?
CITY TRAFFIC ENG -R
.C.E. 68819 DATE:
3804
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