HomeMy WebLinkAbout4822-311030 LT
11030 CL
1 1030 RT
11020 RT
W
J
DELTA
5.0MIN. OR
NEON'
•Q
W
Q
AS DIRECTED
>
z
MENEEMEMMEMMEMEME0
QQ
c;d
N
�Q
�z
z
x cn
W
U
W x
o�
---
-- J
a_o
& REMOVE
/r
EXIST.
MEMMEME
,�/��•'�<�. �r� �/ 9- 7��' --t5 s,.,+: i"-'��.._, �'•'mi'9.�'Di' a°W:T='c�.�a"�rx4••-� •-�
1 030 RT EXIST.
��O
(I
z O
0
+
...MMMMMMMMmmMMMMMMM
��
o
J +0
o+
�
U_j
+��
%�/
(
W
'-
15 °2' &1 n
C 18.46
(EF�
w
t
FL 17.79
EMMEMEME
NUE
;o
O \\
00
�` C
z
........mCI
40 80
.................
=C:MEMM
C�OMMMMMMM�IM
.0
Mol
1Noe0
1
�
m
m
m
m
mII�
=
No
00
-000000000
MMMM
MMMEMMMMS
m
m
m
mm
No
MEMME
_MMMMMMMMffmM
NoMl
MEMME
ME
mm
m
ONE
KMMMMMMMMM
M
ommmmmmm
MMMMMMM
MEN
WE
MMMMMMMM
m
M
a,
M
lm..
ME
M
arm
11
0
0
0
ElME
m
I
m
mmm
MEN0
MEN
MENo
M
0
MENEM
MMMMMMMMMOMMMMMMMM
MEN
mmm
MM
MOMEN
MMMMMMMMmmMMMMMMMMffmMMM
M
as
mmm
mmm
mmm
mmmm
MMMMMMMMff_mMMMMMMMM
mMMMMMMM
ME
0ME
MMM
MMM
MEMNON
M
0
OEM
11
MEN
11
ON
ON
M
MMMMMMMMmmMMMMMMMMm_
EMEMMEM
MEN
No
MEMEMME
MEN
MEMMMM
NEIEm
M,
Mw
ME SO ME
0
No 0 No
a
M
M
mmm
No
ME
mmm
MEN
m
MMM
MEN
mmm
MEN
MMM
MMMM'MM=MM=MMZMEMMMEMMm'mMm
m
MMMMMMMM_M
MMMMMMMME
MMMM
MMMMmMMMM
0
mmmmmm
0
M
0
mmm
EMEME,MOE
EMEEMMEM
Oxon
ME
Ea
MEMO
ME
ME
El
EMEMEME
EMEMEM
MEMEMMEMEMEEMOM
ME0
•
M"
0
0,
M
MEN
9
�ffi
'
No
0
0
m
m mm
MEN NONE
NONE
No
11111MMEMMMEM
m
m
mmm
No
NoM
•
MEN
NOME
No
10,00
No
MEN
MEN
1011111MMEME
No
No
OMEN
on
m
-1000
MEN MEMMEMEM
m
m
MEN
MMEME
m
MEMEMEMN
MENEM
M
0
No
No
MEN
ME
0
No
ME
MMMMMMMMM§
MEMNON
MEN
mommomommummom
0
No
MEN
MEN
MOEN
MEMMEMMOM
EMEMEME
40
.
MOEN
ME
m
m
m0
MOMME
NONE
M
0
MEN
MENOMONEE*
Aml
MEN
MEN
MEN
0
NoMENEM
MENOMONEEMMMMMMMM
MEMNON
MEN
0
MffMMMMMMMMMmmMMMMMMmMm'
MEMMEMEM
m
0
ENO
MEN
ME
m
NoSEEMS
m
m
mm
mmmm
mmMEMO
mMEMMEMME
No
ME'
mmmm
m
m
ME'
ME
aMENEEMMEMEMMM
No
.
ME
MEMMEMEMEMENOME
ME
-0
MEMNON
MEMEMEME
MEN
ME
0
MEMOMEMO
EME
soMEMMEMEMEMEMO
mm
MEMMEME
MEN
MEN
MEN
on
MEMMEME
m
mm
MEN
MEN
MMEMME
No
ME
MEN
NE'Nommommom
m
MEN
MENMENEM
MEMNON
m
MEN
-
MMMMMMmmMMMMMMMMm,
mm
m
MEN
m
m
MEMEMEME
MOMMEME
0-000000
WOMEN
MmMm,mMM
MENMENNEN
.MMMEMME
NO
No
No
MEN
M's
iMOMME
OEM
WMMMMMOL0
No
No
w
a
MEMEMEMEMEMEMEM
13 Imizz,
NOMMEMEME
MENNEN
us
mMMMMMMMMmZMMMMMMM
MEMEN
el
0
0
OMEN
moommom
0
'MEMNON
ISMEME
MENNENMM
MMMMMMMMm,M=M=MMME`
czmwwMMMmZMMMMMMmMMMMMMMM_
MENOMONEE-
MMEMEMME
EMMEMEME
9.2mallim
MEMMEME
MMmmm
MEMEME
0MEMEMEM
MMEMO
SOMME
MEESE
MEMMEME
MENEEME
MENNEN
MEN
IMMEMMEEMM
M
MEMEMEMEMEEMEMEMEM
m
EMEMEMEMMEMEMEEMEMENNOMMEMME
MENEM
IMMUMMEMEME
MMlMEMMMM
NoMENEM
MEMEMEME
MEMEMMOM
MEMMEMEM
N
E.
2
woo m
MMMMMMMMMmZMMEN
R...0mmom
won
MEMOMEMENMERNMEME
ME
0
ROMMEMEME
MENNEN
MR
MENNEN
No
go
No
MMEMMEME
ON
mmomEmEMME
so
ON0
0
�w
=MENMEMO
aI
OMEN
9+00
� JG G9J
4111
10+00
%rc
11+00
12+00
13+00
RI
L.••`'l��� baba\&\� . ��
W
J
DELTA
5.0MIN. OR
z
•Q
W
Q
AS DIRECTED
>
z
MQ
QQ
c;d
N
�Q
�z
z
x cn
W
U
W x
o�
---
-- J
a_o
& REMOVE
/r
EXIST.
o.
,�/��•'�<�. �r� �/ 9- 7��' --t5 s,.,+: i"-'��.._, �'•'mi'9.�'Di' a°W:T='c�.�a"�rx4••-� •-�
1 030 RT EXIST.
��O
(I
z O
0
+
\34'�0�j
��
o
J +0
o+
�
U_j
+��
%�/
(
W
'-
15 °2' &1 n
C 18.46
(EF�
w
t
FL 17.79
w
NUE
;o
O \\
00
�` C
z
0 20
40 80
%rc
11+00
12+00
13+00
RI
L.••`'l��� baba\&\� . ��
( IN FEET )
1 inch = 40 ft.
BENCHMARK
#288 RAILROAD SPIKE IN P.P. NO. 71883 AT THE N.E. CORNER OF
POPLAR AVENUE AND SANTA ANA AVENUE. ELEV. 1019.83
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF SANTA ANA AVENUE
TAKEN AS N 89'45' 13"E PER PM 62/31-32.
14+00
RADIUS
J
DELTA
5.0MIN. OR
z
78.97'
900292413'
AS DIRECTED
r •
t�
MQ
N
c;d
N
x
PAVEMENT &
OVERLAY 0.10
x cn
W
U
W x
U (n
---
-- J
SAWCUT
& REMOVE
/r
EXIST.
PAVEMENT --�-
,�/��•'�<�. �r� �/ 9- 7��' --t5 s,.,+: i"-'��.._, �'•'mi'9.�'Di' a°W:T='c�.�a"�rx4••-� •-�
1 030 RT EXIST.
PAVEMENT
wo-
PAVEMENT
PAVEMENT
\34'�0�j
DETAIL
`I. = i
o+
�
U_j
+��
%�/
(
40+82.73 BCR
'-
15 °2' &1 n
C 18.46
(EF�
t
FL 17.79
SANTA ANA AV
NUE
SEE SHEET NO. 2
GRAPHIC SCALE
I40
0 20
40 80
( IN FEET )
1 inch = 40 ft.
BENCHMARK
#288 RAILROAD SPIKE IN P.P. NO. 71883 AT THE N.E. CORNER OF
POPLAR AVENUE AND SANTA ANA AVENUE. ELEV. 1019.83
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF SANTA ANA AVENUE
TAKEN AS N 89'45' 13"E PER PM 62/31-32.
14+00
'L 1°2o �L N
11110-1 M
15+00
16+00
17+00
18+00
19+00
1030 LT
1030 CL
RADIUS
J
DELTA
5.0MIN. OR
z
78.97'
900292413'
AS DIRECTED
w -�
1 23.56'
00
N
c;d
N
x
PAVEMENT &
OVERLAY 0.10
x cn
W
U
W x
U (n
---
-- J
'L 1°2o �L N
11110-1 M
15+00
16+00
17+00
18+00
19+00
1030 LT
1030 CL
RADIUS
LENGTH
DELTA
5.0MIN. OR
z
78.97'
900292413'
AS DIRECTED
w -�
1 23.56'
11
1 89'45 06
GRIND EXIST.
�- �
N
PAVEMENT &
OVERLAY 0.10
MIN.
U (n
SAWCUT
& REMOVE
EXIST.
PAVEMENT --�-
,�/��•'�<�. �r� �/ 9- 7��' --t5 s,.,+: i"-'��.._, �'•'mi'9.�'Di' a°W:T='c�.�a"�rx4••-� •-�
1 030 RT EXIST.
PAVEMENT
NEW
PAVEMENT
PAVEMENT
JOIN
DETAIL
NTS
@ CURVE DATA
CURVE
RADIUS
LENGTH
DELTA
1
50.00'
78.97'
900292413'
2 1
15.00'
1 23.56'
11
1 89'45 06
020 RT
20+00
N0. DESCRIPTION
1. SAWCUT EXISTING AC PAVEMENT
2. REMOVE EXISTING AC PAVEMENT
3. INSTALL MIN. 12" AC OVER 95% COMPACTED NATIVE SUBGRADE PER FONTANA
STD. PLAN 400 (AC -25,085 SF)
- - . 4. CONSTRUCT 8" CURB & GUTTER PER FONTANA STD PLAN 1000
5. CONSTRUCT 6' WIDE SIDEWALK PER FONTANA STD PLAN 1006
6. CONSTRUCT COMMERCIAL DRIVE APPROACH PER FONTANA STD PLAN 1002, W=40'
7. CONSTRUCT ACCESS RAMP PER FONTANA STD PLAN 1003
_ 0 8. CONSTRUCT CONCRETE X -GUTTER & SPANDREL PER FONTANA STD
o o PLAN 403, W=10', R=50'.
o x N - 9. UNDERGROUND EXIST POWER POLE
w X 10. REMOVE EXIST ROAD SIGN
.EON�•—.------:--: --.--..... .--.,_..----- :-._ .._.-..... — 11. CONSTRUCT 8" AC DIKE PER FONTANA STD PLAN 1007
12. REMOVE EXIST CHAIN LINK FENCE
13. GRIND EXIST PAVEMENT AND OVERLAY WITH NEW AC PER PAVEMENT JOIN DETAIL
titi' ti's' 23 ti's' �' ti`'' S tih' tip' tib' tip' tip' 14. ADJUST UTILITY TO GRADE
"WRQ 15. CONSTRUCT UNDER SIDEWALK DRAIN PER FONTANA STD PLAN 3001,
13 � ; " _ T �-;"�- L=24.62'9 MOD TO RECT PIPE FROM R/W TO CF
15 - 6 17� 19
'�/ 'lw \ N `�/ /l. J �',/ '1� v �e /y�'• �., , �'`i /�,' ' � / '1� �. � •'� , � ��,,/, lrjl � .. cam
POSED-
SIEWALK
_ 14 `ti • EASEMENT -R=15'
OF
CL 14 ~
-�• N : C' U — �o lA Q tU— Q M o W (! W U O W cx
x z F-- o rn O d- n_l: m I. 3 lii n o LO M M
(n -� t- et M M m Z
Lu w `O � o 0 U "00//'N N W U �a H; N ei LINE OF SIGHT ej
CL x Icn > u� �n
� �+.� + 1 5 VAN JM p N W N; O
M o N t0 0 a. a o m APH Oo 2377-101-24-0000
�� V) CO N N o M, ` ; �-
J + ori W' w o
F- t- to U -I �D + N N to X
.-- �- �.
ASP NG W �
MN.- \ .- H � O N
J POPLAR AVENUE
TOLL FREE -qqmmPw'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
.- U 9 + (L z
6 co 0
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
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT.
Q(tOFESS/
No. 46354
Exp. 1 2/31 /12
IV1�-
Prepared Under The Supervision Of
BLAINE A. WOMER, RCE, PRESIDENT
BLAINE A. WOMER CIVIL ENGINEERING
41555 E. FLORIDA AVENUE, SUITE G DRAWN
HEMET, CA 92544 CTS
PH -658 27
5 -658- 3 7
BAW
ate ye. lit CHECKED BY:
Blaine A. Womer R.C.E. 46354 BAW
ASP 08-027
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
SCALE:
POPLA AVENUE As SHOWN
DATE:
01-11-10
DRAWING NO.: 3
• �' 4822
. . 51152f DATE 4