HomeMy WebLinkAbout2930-4W11, R63
DET 22
AT INTERSECTIONS WITH 15m (50') OF SOLID STRIPE AND RAISED PAVEMENT MARKERS
/ 'IT]
SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE rL'"ANS.
f PER DETAIL A SHOWN HEREON. /
18-2 5
5. ALL PROPOSED OR RELOCATED SIGNS WITHIN HE CITY OF FONTANA DET 9
R26(S) 3 � � I 1 ,
BOUNDARIES SHALL BE MOUNTED ON A GALVANIZED STEEL PAST PER CITY
IT]
OF FONTANA STANDARD DETAIL 139.
FADED R26(S) 7
6 BOUNDARIES SHAALL PROPOSED LL E INSOTED . SIGNS WITHIN HE COUNTY OF RIVERSIDE
TYPE IV 1
ALLED ON 4" X 4" WOOD POSTS WITH ANCHOR v J
BLOCKS. [T] I2
I I [TY]PE VI (3)-
CIS
3 R26(S) Q
I
DET 38 1
[T] ,.' C
3 VV75 2
z
r
TYPE VI w 1 R18-2 a
[T] 1 1 TYPE IV i DET 12
OAK LEAF WAY [T] DET 38 1 [T] �' 2
!I' 3 R26(S) DET 22 1 R26(S) 3 TYPE[ j 1 W11, R63 3 TYPE[ j 1 g0' 8 W75 3' 6 50' i / 1 �T] Z
i
5 263 TRANSITION
R1, SNS R26(S) 3 1 1 1 12' 19' TYPE IV x rn
IT] w N
r Z ,
f o
-- -- — 12' N
, 4� -
— � — EX.
N O
7777\7
N
N �2 10' N o EX. C&G ��r' 4 -_ N
.. N O
Lo
—77-
0
— — — — z_—
M ao N — — — — 120TREVERSE CURVE � u') a
r#
U L
1 to,
— — — —--
" — — L cam- —+- —
a+oo ,+oo --i-- i — i — _ — sEcna� uiE s4+w
d N ts+oo ,gi -- i— — 25+00
--------------- 120 REVERSE CURVE 1 epi 15Z? 13. iv+ — N —!24 —------------------
— — — — — -- — —. — — — — — — — — _ — — O c�
4 — � a EX. E.P. 125a) a� Op � ( co Lo co — — —M I N N N
EX. Cho � O
4 CD00
O ;u -rE p 2 PROP. G&G N^Jo D r EX
rn D z m -- I m co ap.
rI -- -- --
400' TRANSITION — — — FX. R /W _ m _ ' p K)
/ N 100' TRANSITION m 7 W41
W41 3 2 R3(45) & POST 7 TYPE IV -1 _ DET 12 1 R18-2 5 / DET 38 1 g 6 1 "50" (2) z 1 DET 1 1 DET 22 2 "SIGNAL" " DET 29
570' TO [T] 14' 1 15' [T] � [T] [T] (2 EA)L & AHEAD 1 [T] Q
xWALK COUNTRY VILLAGE ROAD I 5'En
MULBERRY AVENUE
N W ,
i
In Z
2 0
N
O
O I
N DET 22
ll C)
W�E[IV 1 sT 1 00m (4") r `
31:Q WHITE STRIPE
v Nil
-9 DET 01 1 0 W I 1�] 38 TYPE G DIRECTION
MARKER
I OF TRAVEL
LEGEND SI N W W
G ING & STRIPING CONSTRUCTION NOTES af
o > �
m
o EXISTING RED CURB APPLY STRIPING DETAIL, STENCIL, OR PAVEMENT LEGEND, AS �_ I w "
J
150, - 6) 15m (49 )
0
NOTED. PAINT UNLESS OTHERWISE NOTED. TYPEIV1 I 4, I TYP
_r_ [T] THERMOPLASTIC
Q DETAIL "A"
T �2 REMOVE CONFLICTING STRIPING AND MARKINGS. I � N.T.S.
L
D3 INSTALL SIGN & POST, AS SHOWN. l Z g rn
o a4 APPLY 300mm (12") WHITE CROSSWALK LINE (THERMOPLASTIC). 1
N F5 RELOCATE EXISTING SIGN AND POST. 16 24' 20' 1V F
30' 30 N
�6 REMOVE EXISTING SNS AND R1 SIGNS AND POST (BY CITY CREWS).
I
SCALE: 1"=40'
II o
F7 REMOVE EXISTING SIGN AND POST AS NOTED. I b 2
C
F81 REMOVE EXISTING CURB RED, TOTAL LENGTH AS NOTED. 11
40 20 0 40 80 120
N
VAR 20 JOIN EXISTING STRIPING
s=
o I I ,
7 W17 & POST
i
REV.,Philadel hiaMulberr Stri
REVISION DESCRIP710N A P _ Irl .dvv
DATE El�c�. am DATE
COUNTY
OF RIVERSIDE-
.....
Y P_ 9 9
SHOULD CONSTRUCTION OF THE REQUIRED Pre orad Under The Su erAsion Of
J FESSI P CITY OF FONTANA CALIFORNIA
APPROVED: QRO S/p,��
IMPROVEMENTS NOT COMMENCE WITHIN TWO ���° �Fy
SIGNING & STR/P/NG PLAN
a.�roE �w»r �,
YEARS OF THE DATE OF APPROVAL SHOWN HEREON swEU, '
s
DIAL 4 DRAIM BY ICAIE:
TY
aW
. _ WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 2ss9D AL MULBERRY AVENUE/COUNTRY NLLAGE ROAD 1-40'
3-31-04 DESIGNED BY ANP
BEFORE DAYS BEFORE
YOU DIG You DIG _ CITY ENGINEER MAY REQUIRE REVISIONS TO THE * ET ,� DSM'
PHIL�IA A VENUEP AL r6 28
�, � LANS TO BRING TH p�� ,
TOLL FREF 1-800-227-2soo 1 EM INTO CONFORMANCE WITH / /.,....: . _
7 Z E H ., L
A PUBLIC SERVI 7 6 fr \ II
Date.: � �,; • � _
CE BY UNDERGROUND SERVICE ALERT �/ ...
CHECKED BY. VED BY x ,, .
DIRECTOR OF TRANSPORTAl10N � \F� � ,,. . , DRAMMVG . ��{
DA STANDARDS IN EFFECT. ct`�
CLYDE E. SWEET JR. yL
R.C.E.E. 26690 -
EL TY ENGINEER R.C.E. 51152 293 5
DATE:
l
- - -
-
SIGNING &STRIPING :GENERAL NOTES:
JOIN EXISTING STRIPING
DET 29
50
1.
ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING
7.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
CT]
2 1 '
38'
36'
1
SHALL CONFORM TO THESE PLANS AND SPECIAL PROVISIONS, THE CURRENT
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES (SEE
�
I
STANDARD SPECIFICATIONSO
COF
SPECIAL PROVISIONS).
HE999 STANDARD PLANS AND SPECIFICATIONS
HE STATENOF CALIFORNIA
DEPARTMENT
DEPARTMENT OF TRANSPORTATION.
8.
CONTROL POINTS OR "CAT -TRACKING" TO BE APPROVED BY HE ENGINEER
2 WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION.
N
I
2.
PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO HE CITY OF FONTANA/w
COUNTY OF RIVERSIDE (JURISDICTION DEPENDENT) STANDARD STENCILS.
9•
CROSSWALKS SHALL HAVE 10 BETWEEN CENTERLINES OF 300mm (12") STRIPES
PER CITY OF FONTANA STANDARD DETAIL 1006.
Lj
L
3.
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT UNLESS OTHERWISfx
10.
FOR TRAFFIC SIGNAL MOUNTED SIGNS, SEE TRAFFIC SIGNAL PLANS, SHEET 5
I
V
N 8
I
NOTED. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT LEGENDS SHALL=
OF THIS PLAN SET.
TYPE IV 1
BE APPLIED IN TWO COATS. THERMOPLASTIC STRIPES AND THERMOPLASTIC
�T ]
`�
PAVEMENT LEGENDS SHALL BE ALKYD THERMOPLASTIC. (SEE SPECIAL
11.
CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY METHOD DESCRIBED IN
W
I
PROVISIONS)
SPECIAL PROVISIONS SECTION E.
4.
TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE
12.
ALL EXISTING STRIPING REMOVED FOR CONSTRUCTION SHALL BE REPLACED IN
KIND.
'W
LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHWN HEREON
ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES AFFIL SIGN
13.
AS SHOWN ON PLANS, D
DETAIL 9 AND DETAIL 12 SKIP STRIPES SHALL END
a /
W11, R63
DET 22
AT INTERSECTIONS WITH 15m (50') OF SOLID STRIPE AND RAISED PAVEMENT MARKERS
/ 'IT]
SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE rL'"ANS.
f PER DETAIL A SHOWN HEREON. /
18-2 5
5. ALL PROPOSED OR RELOCATED SIGNS WITHIN HE CITY OF FONTANA DET 9
R26(S) 3 � � I 1 ,
BOUNDARIES SHALL BE MOUNTED ON A GALVANIZED STEEL PAST PER CITY
IT]
OF FONTANA STANDARD DETAIL 139.
FADED R26(S) 7
6 BOUNDARIES SHAALL PROPOSED LL E INSOTED . SIGNS WITHIN HE COUNTY OF RIVERSIDE
TYPE IV 1
ALLED ON 4" X 4" WOOD POSTS WITH ANCHOR v J
BLOCKS. [T] I2
I I [TY]PE VI (3)-
CIS
3 R26(S) Q
I
DET 38 1
[T] ,.' C
3 VV75 2
z
r
TYPE VI w 1 R18-2 a
[T] 1 1 TYPE IV i DET 12
OAK LEAF WAY [T] DET 38 1 [T] �' 2
!I' 3 R26(S) DET 22 1 R26(S) 3 TYPE[ j 1 W11, R63 3 TYPE[ j 1 g0' 8 W75 3' 6 50' i / 1 �T] Z
i
5 263 TRANSITION
R1, SNS R26(S) 3 1 1 1 12' 19' TYPE IV x rn
IT] w N
r Z ,
f o
-- -- — 12' N
, 4� -
— � — EX.
N O
7777\7
N
N �2 10' N o EX. C&G ��r' 4 -_ N
.. N O
Lo
—77-
0
— — — — z_—
M ao N — — — — 120TREVERSE CURVE � u') a
r#
U L
1 to,
— — — —--
" — — L cam- —+- —
a+oo ,+oo --i-- i — i — _ — sEcna� uiE s4+w
d N ts+oo ,gi -- i— — 25+00
--------------- 120 REVERSE CURVE 1 epi 15Z? 13. iv+ — N —!24 —------------------
— — — — — -- — —. — — — — — — — — _ — — O c�
4 — � a EX. E.P. 125a) a� Op � ( co Lo co — — —M I N N N
EX. Cho � O
4 CD00
O ;u -rE p 2 PROP. G&G N^Jo D r EX
rn D z m -- I m co ap.
rI -- -- --
400' TRANSITION — — — FX. R /W _ m _ ' p K)
/ N 100' TRANSITION m 7 W41
W41 3 2 R3(45) & POST 7 TYPE IV -1 _ DET 12 1 R18-2 5 / DET 38 1 g 6 1 "50" (2) z 1 DET 1 1 DET 22 2 "SIGNAL" " DET 29
570' TO [T] 14' 1 15' [T] � [T] [T] (2 EA)L & AHEAD 1 [T] Q
xWALK COUNTRY VILLAGE ROAD I 5'En
MULBERRY AVENUE
N W ,
i
In Z
2 0
N
O
O I
N DET 22
ll C)
W�E[IV 1 sT 1 00m (4") r `
31:Q WHITE STRIPE
v Nil
-9 DET 01 1 0 W I 1�] 38 TYPE G DIRECTION
MARKER
I OF TRAVEL
LEGEND SI N W W
G ING & STRIPING CONSTRUCTION NOTES af
o > �
m
o EXISTING RED CURB APPLY STRIPING DETAIL, STENCIL, OR PAVEMENT LEGEND, AS �_ I w "
J
150, - 6) 15m (49 )
0
NOTED. PAINT UNLESS OTHERWISE NOTED. TYPEIV1 I 4, I TYP
_r_ [T] THERMOPLASTIC
Q DETAIL "A"
T �2 REMOVE CONFLICTING STRIPING AND MARKINGS. I � N.T.S.
L
D3 INSTALL SIGN & POST, AS SHOWN. l Z g rn
o a4 APPLY 300mm (12") WHITE CROSSWALK LINE (THERMOPLASTIC). 1
N F5 RELOCATE EXISTING SIGN AND POST. 16 24' 20' 1V F
30' 30 N
�6 REMOVE EXISTING SNS AND R1 SIGNS AND POST (BY CITY CREWS).
I
SCALE: 1"=40'
II o
F7 REMOVE EXISTING SIGN AND POST AS NOTED. I b 2
C
F81 REMOVE EXISTING CURB RED, TOTAL LENGTH AS NOTED. 11
40 20 0 40 80 120
N
VAR 20 JOIN EXISTING STRIPING
s=
o I I ,
7 W17 & POST
i
REV.,Philadel hiaMulberr Stri
REVISION DESCRIP710N A P _ Irl .dvv
DATE El�c�. am DATE
COUNTY
OF RIVERSIDE-
.....
Y P_ 9 9
SHOULD CONSTRUCTION OF THE REQUIRED Pre orad Under The Su erAsion Of
J FESSI P CITY OF FONTANA CALIFORNIA
APPROVED: QRO S/p,��
IMPROVEMENTS NOT COMMENCE WITHIN TWO ���° �Fy
SIGNING & STR/P/NG PLAN
a.�roE �w»r �,
YEARS OF THE DATE OF APPROVAL SHOWN HEREON swEU, '
s
DIAL 4 DRAIM BY ICAIE:
TY
aW
. _ WORKING AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 2ss9D AL MULBERRY AVENUE/COUNTRY NLLAGE ROAD 1-40'
3-31-04 DESIGNED BY ANP
BEFORE DAYS BEFORE
YOU DIG You DIG _ CITY ENGINEER MAY REQUIRE REVISIONS TO THE * ET ,� DSM'
PHIL�IA A VENUEP AL r6 28
�, � LANS TO BRING TH p�� ,
TOLL FREF 1-800-227-2soo 1 EM INTO CONFORMANCE WITH / /.,....: . _
7 Z E H ., L
A PUBLIC SERVI 7 6 fr \ II
Date.: � �,; • � _
CE BY UNDERGROUND SERVICE ALERT �/ ...
CHECKED BY. VED BY x ,, .
DIRECTOR OF TRANSPORTAl10N � \F� � ,,. . , DRAMMVG . ��{
DA STANDARDS IN EFFECT. ct`�
CLYDE E. SWEET JR. yL
R.C.E.E. 26690 -
EL TY ENGINEER R.C.E. 51152 293 5
DATE:
l
- - -
-