HomeMy WebLinkAbout4698-1-- -
-—
100' Ver Curve
-
- _
— N
� �_ a,
- -
_
-
O
..
- —
U7
O +
�!s W>
-
-. _.
M
Ln
�i
U7 v m
CJ
C
O 1
Y
(M
LLI
Lr)
NORTH--------
CID
--
0,84
Top o f u r b
-
----
-
N
_..
-
� _
n
_tet - �--• r-
Ln
-._ V... ?
- -- - - -- -
O n -
O O
_-
-O
ch -
U7
-
- ---
An
Y I
-- -
Ln
- - O *
ap
-
_
r
- _._..._
I
ExIsit •n
L0 _
_---- _-f r o p os e d Future--
- --
-- -- - - - ---- -
SCALE:
R FIL V SRT.
4 fi
_
--
0 R 1 Z".
1.,=
44�- _
6 7;
8
,.!
10 11
12
S
x
e�
3
CAUTION: High Pressure
Gas Line in Area —
ELM AVE.
60
!J
CONSTRIJCTTQN NATES
Sawcut existing A.C.
GENERAL NOTES
-� °a
Call (714) 889-1016
30"' 30'
<t w a3,
See
El Ave Rd.N�O. 324550 Sheet 1 of 1
0
Remove existing A.C.
1.
All work shall be done in accordance with this plan and the Standards and Specifications of the
> ?
Q
rq :3
Limits 104-105
County of San Bernardino.
Z o
o
v
c "
a�
E�
I
03
Existing power pole to be relocated
by others
2.
A permit from the San Bernardino County Transportation Department will be required prior to:
Z 6
aD v+ Q M
NOTE: Cross
W N Q
� m -0 �,
E
5 0 Gutter & Curb
1
4,
Construct curb and gutter per
(A) The beginning of any wcrk or construction within County Right-of-Way or easement, and -
u_ ? �,
c
c
00 w
°O
Return Data
Existing Sidewalk
� 9
Standard No. 115
B Makin application and issuance of a grading permit or building permit.
( ) 9 Pp 9 9p 9
U0
cam' l
X
O
6
°p
rn on Elm Ave Rd. No.
'*' 3 24550 Limits
°° 104-105
I Existing Curb & Gutter
�- I -
5
o
Construct 30' wide commercial
driveway per Standard No. 129
3.
All pipelines and substructures of any kind and all telephone and power poles, water meters,
valves or hydrants, irrigation structures, etc. shown or not shown on these plans and located
U
"=
_
wit in areas o b improved an interfering wi h construction shall be relocated at no cost to
h ea t e d t
Scale 1 4 0' 1
1
_ .
: _ ..,...,.. ,..: •, .,:., .. _ .• ,.
_
-., ;.. ;•;. ,J' �\ �_ _ _ _ _ _ _
�\ \ _ _ _ _
fJ
ewa 11
k "Type B per
Construct sidewal T e
Standard sidewalk
t N
the County of San Bernardino. It shall be the responsibility of the owners to notify all the
agencies concerned.
�� �� -
1 �3 Y�� *o -4
� �-�� rade toDrairil -
�--'--
_ _ _ � - _
T 8 7
v
PP. No.1858922E= PP. No.247'605E _\1 -_
— � -- -1-�- -- -- — �,
J
,
Construct cross gutter per
Standard No. 119
4•
Adequate stakes shall be set by the engineer to enable the contractor to construct the work to
the plan grades.
7.00 Begin 5:1
Taper
T Existing 4.C._Pavement --
12
i8
Construct sidewalk ram per
p P
5.
( ) indicates existing pavement grades.
Standard No. 110
G-00 C) 7.00 N 89°-42' 45" E
8+00
9-00
11.00
6.
BENCHMARK - Top Square Head Bolt Stover Avenue & Fremontia Avenue - C.S. No. 884.
Place 0.25 A.C. over prepared
Elevation = 1039.57.
M � S L 0 V E R
AV E.
•
�
O.
subgrade per Typical Section
/O,J OO
7.
rading, a materials report and the proposed struccu:
®
Feather A.C. over existing pavement
be submitted by the engineer to e �n�ern�ardin�olou�n
4va °.�prova
for 2 feet minimum
Transportation Departme uation. wi
° �
rements have been met.
rf
S)
Existing tree stump to be removed
Existing stop sign to be relocated
8.
At the completion of paving, a materials report shall be submitted to the contracts engineer of
the San Bernardino County Transportation Department listing all tests of determination completed
BOUNDARY
�J
to verify (A) r-value, sieve analysis and sand equivalent aggregate bases, (B) stability, oil
C i t y of Fontana
Future
(03
Instal 1 markers per Standard No. 304
content and sieve analysis of asphalt surfacing.
R/W
Reconstruct driveway to prevent flow
9.
When asphalt concrete is placed on native soil which consists of a rocky material, the sub-grade
R / W
104
from entering site
shall be prepared by removing all rocks which protrude above the sub-grade, and all voids or
depressions shall be filled with a fine-graded material of a quality better than the native
� �
1�
Construct A.C. Dike per Standard
material. If asphalt concrete is to be placed directly on the sub-grade, a soft sterilant
52'
52
No. 117
registered t4� the E.P.A. for use under A.C. & P.C.C. shall be uniformly applied at the manufact-
urer's recommended rate for the full pavement width prior to paving.
1
I -10
16'
36'
36'
10,
Approval does not include estimates.
S.P. R.R.
O
5.5' 4'
6.5' 23' }
13`•
-
CJ1
O 0 a� Q
c '
Slope Varies 2' Min
+-
1.50% to 2.41
>
---- 1--- i�---�_�
FW
®
°-
6
I I
Slover Ave
�I I
4 9
Future Improvements
l
TYPICAL SECTION
N
S L 0 V E R AVE.
TUTT L E ENGINEERING FIELD BOOK REF.
COUNTY OF SAN BERNARDINO STREET IMPROVEMENT PLAN W.O. NO.
T HIS PROJEC T
930 Clifton Avenue
ROAD DEPARTMENT
NO SGALE
Redlands CA 92373
DESIGNED BY DRAWN BY CHECKED BY
AD NO
APPROVED BY SLOVER AVENUE 0760800
VICINITY MAP
(714) 792-2127
NO SCALE
_
//J�j�i6.t_. •�^�I:G � �/, S� f ?- B3
SUBMITTED BY c.D.E.
BETWEEN ELM & SULTANA LIMITS
154 — 155
ASST. COUNTY ENGR.-ROADS DATE PLOT PLAN 15 4-10 4
F
WARREN D. TUTTLE RCE 30171 i PAv/NG ARE,,q
CHG.
�D (�, _
�1�'�"'°1"
COUNTY OF SAN BERNARDINO I I k
MARK REVISIONS
APPR DATE ASST. ROAD COMMISSIONER-ENG R. DATE
COUNTY ENGINEER DATE SHEET • f