HomeMy WebLinkAbout3019-1BASELINE
GENERAL NOTES
w
1.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY
LEGEND
d+-
OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING
J z0
00
DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION
SITE
o
COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING
W
_
z
V;
DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
F SIGN
APPLY THERMOPLASTIC
RIGHT-OF-WAYS WITHIN THE CITY LIMITS. CALL (909) 350-7610.
= STA. 23+26.56 ORLANDO DRIVE
2.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL
STRIPING (PER CONSTRUCTION NOTES)
r
POLICIES METHODS AND PROCEDURES DESCRIBED IN THE STATE
OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC
W
¢
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
a STOP SIGN
3.
TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED
U
W
N
OF TRAFFIC
STA. 144+93.18
CONSTRUCT 4" MIN. A.C.
STOP SIGNSESHALL BY CITY PERSONNELPMENT.
PLASTIC TRAFFIC DELINEATOR
4.
ALL LABOR MATERIALS AND EQUIPMENT SHALL CONFORM TO THE
BASIN
SUL ESNNETRCRDDSPECIFICATIONS" ANDYLRMANA,
�z
LATTdN-MIEIIOS
EXIST. 4" YELLOW
5.
24 HOURS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER
dIl
APPLICATION OF OF CONTROL
STRIP NG. OR "CAT -TRACKING" PRIOR TO
L=50'
ORLANDO
QQo
4" DOUBLE YELLOW
6.
THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING
N
AS REQUIRED BY THE CITY TRAFFIC ENGINEER.
STOP STOP LEGEND
7.
TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM
LnW
TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES
SEE ABOVE
SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET
BARRICADE
CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
SHOWN ON THE PLANS.
cV
r
8.
ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS
OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139.
C
FLAGMAN
9.
STENCILS USED FOR PAVEMENT MARKINGS AND LEGENDS SHALL MATCH
CITY OF FONTANA STANDARD STENCILS EXACTLY.
ST
1
10.
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC
UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER.
11.
CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12"
2�
STRIPES UNLESS OTHERWISE SHOWN ON THE PLANS.
12.
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
BASELINE
AVENUE
w
cDt-
r7
161s
z
d+-
Z m Z
Cj:�
J z0
00
mm---PROJECT
SITE
o
= c�
W
_
z
V;
w
=
w
W
_
W
APPLY THERMOPLASTIC
W
Z
= STA. 23+26.56 ORLANDO DRIVE
C`4
MILLER ¢
AVENUE
r
¢
W
¢
8E
N
N
6
U
W
N
Cn
STA. 144+93.18
CONSTRUCT 4" MIN. A.C.
DRAI NAGE
11+00
�� JN545/05-16-02/545stripl.DWG/S:40
BASIN
L=50'
13+00 14+00
�z
+-
FOOTHILL
BOULEVARD
VQ
dIl
L=50'
ORLANDO
VICINITY MAP
NOT TO SCALE
THOMAS BROS. 2001 EDITION
PAGE 574, GRID E-7 & F-7.
RANCHO FONTANA F-JUTUF
�r
VILLAGE PARKWAY MEMPHIS DRIVE TJR'/�f � jJ j���LANSING WAY
SEE SHEET 2r v TRACT 15964
TRACTINT. 10+00.00 ORLANDO DRIVE 50'15964 50'
=16+60.01 RANCHO FONTANA VILLAGE PARKWAY 25 25 / STREET NAME SIGN PER 7' 218, 1g5
22' 12 '
' 7' 1 18' 7'
8'
71
STREET NAME SIGN PER
7 STREET IMPROVEMENT PLANS
S r1 c-� � STREET IMPROVEMENT PLANS $ 8.P' 1�0�' .2 (�� 1 J / f f / J / J a $ 7/1 , 7_11
J P1
� J � J:J J J * Ico
NOTES
w
cDt-
r7
161s
z
d+-
Z m Z
Cj:�
J z0
00
Lu
Ln
�_¢
o
= c�
o
r
V;
CV
r
INT. 145+33.68 BASELINE AVENUE
APPLY THERMOPLASTIC
J
= STA. 23+26.56 ORLANDO DRIVE
C`4
o
zd
CD
r
11.2
9
¢
r4
N
10
6
2
9
Cn
STA. 144+93.18
CONSTRUCT 4" MIN. A.C.
PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL
11+00
�� JN545/05-16-02/545stripl.DWG/S:40
L=50'
13+00 14+00
�z
+-
L=50'
C'
VQ
dIl
L=50'
ORLANDO
QQo
10 PROP. CURB & GUTTER
_
N
�:
6 10 ORLANDO
in Lu
DRIVE
LnW
SEE ABOVE
cV
r
O
r-
--
C
R/W
ST
1
27
2�
8
QQ
QQ
7
86
STA. 10+37.00 BEGIN
U U
U
4" YELLOW SKIP
50'
25'
25'
7'
18'
18'
7'
INT.
12+59.00 ORLANDO
DRIVE
RANCHO FONTANA = STA.
STREET NAME SIGN PER
MEMPHIS DRIVE
14+10.03 MEMPHIS DRIVE
VILLAGE PARKWAY
STREET IMPROVEMENT PLANS(D
TRACT 15964-1
TRACT 15964-1
00
r
z w
C) z:
~w
0000
+
cn
z�
�o
(n
¢
ry
uj>_
�J
z�
0 A
mJ
Z
EXISTING 4"
YELLOW
z
m
EXISTING R W
PROPOSED EP LE
TRACT BOUNDARY -,MIS
CV
r'r) N PROP. CURB & GUTTER -`/9 6 10
15+00 16+00 17+�00 L=50' 18+00
L=50'7=
d- N PROP. CURB & GUTTER --,,,10 DRIVE
M
cV
r
R/W----
85 84 $3
INT. 16+70.68 ORLANDO DRIVE
= STA. 11+60.07 LANSING WAY
oozww
rozz
NOTES
w
cDt-
r7
J ¢
�n w -
z
d+-
Z m Z
Cj:�
J z0
00
Lu
Ln
�_¢
o
= c�
o
r
V;
o'
INT. 145+33.68 BASELINE AVENUE
APPLY THERMOPLASTIC
J
= STA. 23+26.56 ORLANDO DRIVE
C`4
o
zd
CD
r
w
9C
¢
U U
En
:zuj
(1
z
C5 im
W Z O
�
Lri P-
Cn
STA. 144+93.18
CONSTRUCT 4" MIN. A.C.
PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL
RADIUS POINT MEDIAN
SRIPING - - - - - - - - -
^ EXISTING EP 3 10 EXISTING EP
o
- -. ...-.___.___ ,_..-,....,. ,,-._,� �X.-c��;��-'-,..�-. -. `.1a,.. �.a�>. �:-..�;-, �, __. _� •...., �' a?.-..=-rf7T. -rre, '5-,�v-'�3�_.-�.- 3 -� �_4.es.t. ?. -. nim' "-
140+00 �- '4` 141+00 142+00 2.34'
14'
o_.. ..-.. _ _ .vim - - - .-_
BASELI 13.66' i R=171.3' <s.F
N E
EXISTING R/W 3 PROPOSED EP 3
90'
Underground Service Alert
BEFORE
y,0
GP,•. o o� Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG
OWNER /DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEI DRIVE, SUITE 375-A
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-6484
BENCHMARK:
Cff B.M. NO. 361 M.= 1365.00
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
r R-184.1 $ 145+00
4
�- - � -- 4' N' R=2'
1.63' 3
STA. 22+72.55 EC
NOTES
w
1CAPPLY
7' PRO N�
z
2C
C)
J z0
00
CD z
Ln
�_¢
o
= c�
o
r
moi-
J h' 00
_
APPLY THERMOPLASTIC
uj
00
C`4
Z +
CD
r
zW
9C
¢
U U
En
:zuj
(1
m ui
C5 im
W Z O
�
Lri P-
Cn
mWW
MARK BY DATE
ENGINEER REVISIONS
J I EXIST. P.P
._j
82
o w�
0
Oro UOJ
+
LCA
Cl-
:zW
r 0e J
m
�o
L o
U-
JLDd-
zz
mm
+k -
T' a�
- 3c
Y -
58
U
m
00
ui
r
PROPOSED EP
� STA. 22+62.68 BC
W
z
w
0
0
U W
W �\
Qf � w
+
LO -
(n
Cn
r z
� w
cn m
1147
■
F
(n
STREET NAME SIGN PER
9672111111111111111
CD
ro
+
r-
d-
Cn
-w
-z
� J
-w
-0
J W
t
CONSTRUCTION
NOTES
1CAPPLY
7' PRO N�
8" SOLID WHITE LINE PER CALTRANS STD. PLAN A20D, DET. 38A
2C
APPLY THERMOPLASTIC
TYPE IV "ARROW" MARKING PER CALTRANS STD. PLAN NO. A42A
16' 18' 25' 9
APPLY THERMOPLASTIC
4" WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN NO. A2013, DETAIL 27B
z
z
o
r
INSTALL F-1 (FLEXIBLE)
MARKERS
w
APPLY THERMOPLASTIC
12" WHITE LIMITLINE PER CALTRANS STD. A24E
00
INSTALL R1 STOP SIGN
CD
W
00
APPLY THERMOPLASTIC
"STOP" LEGEND PER CALTRANS STD. A24D
9C
APPLY THERMOPLASTIC
w
10
APPLY THERMOPLASTIC
C�l
APPROVED BY:DWG.
�o CITY TRAFFIC GINEER; CLYDE S. EET, R.C.E. 26690
�
Lri P-
V)+ z
14
CONSTRUCT 4" MIN. A.C.
PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL
¢
�� JN545/05-16-02/545stripl.DWG/S:40
�z
+-
C'
VQ
dIl
ORLANDO
QQo
�:
in Lu
DRIVE
LnW
SEE ABOVE
58
U
m
00
ui
r
PROPOSED EP
� STA. 22+62.68 BC
W
z
w
0
0
U W
W �\
Qf � w
+
LO -
(n
Cn
r z
� w
cn m
1147
■
F
(n
STREET NAME SIGN PER
9672111111111111111
CD
ro
+
r-
d-
Cn
-w
-z
� J
-w
-0
J W
t
CONSTRUCTION
NOTES
1CAPPLY
THERMOPLASTIC
8" SOLID WHITE LINE PER CALTRANS STD. PLAN A20D, DET. 38A
2C
APPLY THERMOPLASTIC
TYPE IV "ARROW" MARKING PER CALTRANS STD. PLAN NO. A42A
O3
APPLY THERMOPLASTIC
4" WHITE RIGHT EDGELINE PER CALTRANS STD. PLAN NO. A2013, DETAIL 27B
= STA. 26+39.33 LIME AVENUE
INSTALL R18-2 SIGN & POST
o
r
INSTALL F-1 (FLEXIBLE)
MARKERS
6C
APPLY THERMOPLASTIC
12" WHITE LIMITLINE PER CALTRANS STD. A24E
7C
INSTALL R1 STOP SIGN
ON PROPOSED STREET NAME SIGN POLE
8C
APPLY THERMOPLASTIC
"STOP" LEGEND PER CALTRANS STD. A24D
9C
APPLY THERMOPLASTIC
4" YELLOW, SKIP PER CALTRANS STD. PLAN A20A, DETAIL 2
10
APPLY THERMOPLASTIC
4" DOUBLE YELLOW PER CALTRANS STD. PLAN A20A, DETAIL 22
APPROVED BY:DWG.
�o CITY TRAFFIC GINEER; CLYDE S. EET, R.C.E. 26690
(FIGURE 6-4)
V)+ z
11
CONSTRUCT 4" MIN. A.C.
PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL
z
0
o�
coa-
�
z
� m 70
TRACT BOUNDARY TRACT BOUNDARY
QUANTITY ESTIMATE
_ 260 L.F.
4 EA.
2,290 L.F.
1 EA.
6 EA.
190 L.F.
7 EA.
7 EA.
3,160 L.F.
2,160 L. F.
4,220 S. F.
W
z
J
W
C7
U �
W W
L_
BASELINE
U-) o
INT. 23+26.56 ORLANDO DRIVE N AVENUE
o o o =STA. 145+33,68 BASELINE AVENUE Q o S E E BELOW
_j U)N� w t
N
9 PROP CURB & 130'
G
19+00 UTTER TRACT BOUNDARYZN & R/W
N 0.3'
PROP, CUR PROP. EP STA. 144+90.70 BC
& 20�
CUTTER 00
3 EXIST. P.
1.7
R W 21 _ 21+oo
/ - � t-- g 3
22+oa
5 /% 3 o 4.3' _�----- _ --
PROP, N'll
EP3 0 6.3' 71
56
z TRACT BOUNDARY &
m �zy R/W
PROPOSED EP -"\v
� '^ fin• �'` '� �.-
r r
,T^�y
r,
�1 71 10 R=501.7'
1
4' R=501.7' 148+00 3.15'
_
3 EXISTING R/W 3
W
z
J
W
LD
0
W
CID o
J �
L
0_ ¢
Cn
n
STREET IMPROVEMENT PLANS
W
Wz
Y w
U CD
om
w w
'z~
LL -
J
W Vn
J
Z �
15.45'
- EXISTING R/W-�
,---.;-EXISTING EP
hoz
cc
+>-L,,
C)
W
c-.>
m
ur
m
= STA. 26+39.33 LIME AVENUE
of
o
r
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 * FAX (909) 785-5180
N Q
N
SIGNING, G N I N G, & STRIPING PLAN
TRACTS 159 64 & 159 64-
in
z z
w W
0 1
+
0
o
TRACT BOUNDARY
0
`�'
L0
BY
APPROVED BY:DWG.
�o CITY TRAFFIC GINEER; CLYDE S. EET, R.C.E. 26690
00III
V)+ z
COUNTY
¢
�� JN545/05-16-02/545stripl.DWG/S:40
�z
VQ
15.45'
- EXISTING R/W-�
,---.;-EXISTING EP
149+00 � 150+00 -
PROPOSED EP AVE N U E
w
z
I
w
c�
a
w
o�
ul of
+>_
a?
1-I
¢ Cm
Cn W
L=50' 23 DO
1 1
00
19,
STA. 145+93.70 EC
+ I
c� Iz w
C3-
CIO
z 0'
W I
w
CD
c�
C-)
o
CD u -
C) C:)BASELINE
CO
�
� ��
AVENUE
N N w SEE BELOW
Z
cn W Ln z
w
EXISTING 4"
YELLOW STRIPING
0
co d -
EXISTING STOP BAR
& LEGEND
I
STP EXISTING R/W
PROP. E.P.
EXISTING CURB & GUTTER
EXISTING R/W 1.6.5' 20'
32'
LIME AVENUE
SEE SHEET 2
hoz
cc
+>-L,,
C)
W
q INT. 151+22.55 BASELINE AVENUE
CITY OF FONTANA, CALIFORNIA
ur
m
= STA. 26+39.33 LIME AVENUE
Q
v
Elf
o
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 * FAX (909) 785-5180
PROPOSED EP
�fo
SIGNING, G N I N G, & STRIPING PLAN
TRACTS 159 64 & 159 64-
in
z z
w W
0 1
10
DATE:
JUNE, 2001
�►
PREPARED BY: R.C.E. Na. 5917
_ EXP. 12/31/05)
r S 42
ATE.
RICHARD A. SCIANNI
151+00
I
149+00 � 150+00 -
PROPOSED EP AVE N U E
w
z
I
w
c�
a
w
o�
ul of
+>_
a?
1-I
¢ Cm
Cn W
L=50' 23 DO
1 1
00
19,
STA. 145+93.70 EC
+ I
c� Iz w
C3-
CIO
z 0'
W I
w
CD
c�
C-)
o
CD u -
C) C:)BASELINE
CO
�
� ��
AVENUE
N N w SEE BELOW
Z
cn W Ln z
w
EXISTING 4"
YELLOW STRIPING
0
co d -
EXISTING STOP BAR
& LEGEND
I
STP EXISTING R/W
PROP. E.P.
EXISTING CURB & GUTTER
EXISTING R/W 1.6.5' 20'
32'
LIME AVENUE
SEE SHEET 2
SCALE: 1 "= 40'
0 20' 40' 80' 120' 160'
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 MAY REQUIRE
REViSIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND STANDARDS IN
EFFECT.
EARL -ENGINEER
QROFESs/oti
�o o A. s q�
�Q` ci
9y� z
* No. 25917 m
Exp. 12/31/05
s
qT C1V1� ��P
FOF CA1-�F��
CSL ENGINEERING, INC.
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 * FAX (909) 785-5180
DRAWM BY:
SE
SIGNING, G N I N G, & STRIPING PLAN
TRACTS 159 64 & 159 64-
SCALE:
1"=40'
-
DESIGNED BY;
RAS
DATE:
JUNE, 2001
PREPARED BY: R.C.E. Na. 5917
_ EXP. 12/31/05)
r S 42
ATE.
RICHARD A. SCIANNI
APPR. DATE
CHECKED
JJL
BY
APPROVED BY:DWG.
�o CITY TRAFFIC GINEER; CLYDE S. EET, R.C.E. 26690
N0.
3019
SHE
1 of 3
COUNTY
�� JN545/05-16-02/545stripl.DWG/S:40