HomeMy WebLinkAbout3033-114h, S �•CL INT.
s 10+00.00 CURTIS AVE
=186+69.72 BEECH AVE
AV
sg F 7p 1��•�,A,�. ,Sc, xoil
_ .moo
x
I
/ 5 /
CONSTRUCTION NOTES
o+ ,N
CURVE TABLE
�
�
CURVE
ANGLE
RADIUS
LENGTH
TANGENT
"
3612'05"
850.00
537.06
277.84
B
21'07'37-
828.00
305.31
154.41
Q
21'37'39"
872.00
329.15
166.56
D
7*07'140
828.00
102.90
51.52
E
7-37'16*
872.00
115.99
58.08
F
93'58'37'
35.00
57.41
37.52
G
93'58'37'
35.00
57.41
37.52
H
86'31'25"
35.00
1
52.85
32.94
1
1
86'31'25'
35.00
52.85
32.94
CONSTRUCTION NOTES
o+ ,N
BEGIN CURVE
�
�
+
C1cv
BEGIN CURVE RADIUS
�
U-
CL
CENTERLINE
EC
END CURVE
GUTTER J
J
LO
-
J
J
EVC
END VERTICAL CURVE
FL
FLOW UNE
FS
FINISHED SURFACE
GB
M
0
-C
, �
N
o
��
�'L
UNE
``
'L
-<
o
C!
'�
`-
�
`n
GUTTER
UNE
2a-
CONST 80 CURB & GUTTER PER CITY STD PLAN NO. 1003
N
N
II
>
-54
N
�
N
CURB
FACE
ao
LO
QiaO
4
>
^
aao
00
44
. ■
CONST 8 TO 6 CURB do GUTTER TRANSITION PER CITY STD PLAN NO. 1003
U
m
ci
~
,r,
��
m
U
J
;d
n n
,r,
��
cS
~
��-
O_
C->
m
N
mLOLOUI
LO
CURB FACE
55 -
-
CONST 4 PCC SIDEWALK PER CITY STD PLAN NO. 1015
0
,�
U
3S
o
^
J
U-
__j
�
J
U
II II
3 =
,o
66
CONST CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO. 1006
r-
U-)
o
U.)
PO
°r°,
�
J
``
88
CONST CURB OPENING CATCH BASIN PER APWA STD PLAN NO. 300-2 (W=P PLAN)
t2
N
N
LO
LO
9o--
CONST LOCAL DEPRESSION PER CITY STD PLAN NO. 121 (W=PER PLAN)
W
v
J
rn
J
�
�
n
ago
LO
11
INSTAL_ STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1018 (SCE #10)
INSTALL
CURB FACE
--
~
``
+
n
'�' `` In
w
C
"'
__j
U -
CONST 4 1/2 AC PAVEMENT (MIN) OVER 12 COMPACTED NATIVE MATERIAL
^
a'o
•�
o
n
�r' !�
•�
.n
CURB FACE
►-
��
��
`�'
, �
rn
��00
20
(SEE GENERAL NOTES 31 do 32) F
C
n
°
'
n +
�
N
'-
`"
m
'n
, c°
"'
o �n + c� � o
6 / �S2�SD� \ , .� ` 23 INSTALL 4' AND 6" IRRIGATION SLEEVE UNE U � GUTTER _ ? 00
+ M
II Ln Ln
t �S90 \TC ` r,1s�_ 26 CONST BARRICADE PER CITY STD 118 z T LINE
LEGEND
BC
BEGIN CURVE
BVC
BEGIN VERTICAL CURVE
BCR
BEGIN CURVE RADIUS
CB
CATCH BASIN
CL
CENTERLINE
EC
END CURVE
ECR
END CURVE RADIUS
ECY
EASTERLY
EP
EDGE OF PAVEMENT
EVC
END VERTICAL CURVE
FL
FLOW UNE
FS
FINISHED SURFACE
GB
GRADE BREAK
HP
HIGH POINT
INT
INTERSECTION
LP
LOW POINT
MVC
MIDDLE OF VERTICAL CURVE
PCC
POINT OF COMPOUND CURVE
PRC
POINT OF REVERSE CURVE
R/W
RIGHT OF WAY
SL
STREET LIGHT
TC
TOP OF CURB
W LY
WESTERLY
V
VERTICAL DEPTH
(450,00)
INDICATES EXISTING ELEVATION
450.00
INDICATES PROPOSED ELEVATION
W
WATER LINE
S
SEWER UNE
SD
STORM DRAIN UNE
0
- NEW PAVEMENT
1 "= 40'
40 0 40 80
scale feet
r�J
JfJ,,�J�r
1
D Q tA1_J / IJ CS'
MRO PERTP-4C
15841
. _ pM�G in -z
DETAIL "A" -CB #3A DETAIL "B" -CB #30 DETAIL `tC" -CB #18A
NTS NTS NTS
Cd
3z
DETAIL "D" -CB #18B
NTS
SEE SHEET 8
CREEK
Vo. 31 V,gNES ^�W � 7 2 3 11 4 5 6 I � 8 m Q EP-...._
p,lt 3r S � > tt mz
R ~ ' N* W ^U 121 220 i
r V �, �, 1N ROV TRACT 1 A 3yQ T
r�`' �`-Of Al 0 EMENT p � l`l'��9aI' w e r�
�1
�� G 3p42 NS s
3 � U 2(o'`i11
RMON DESCMPTION WE °W' CITY WE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �a 1:117 CITY OF FONTANA, CALIFORNA
Q�ESS/HaH Inc.COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� SUMMIT HEIGHTS 0
�� o F? �� � A Civil Engineering - Planning - Surveying - Public Works AWN BY -
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, - Z MSM STREET &FROVEN�IT PLANS
= No. 31681 Z m 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 CMTIS AVEIJ
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 12/31/04 GNm eY
* p* PREPARED UNDE THE UPERVISION OF: MSM FRAM- A TO LYTLE CFi�K RD.
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND qlF C/VIS- � `P CJI 0 ( 0 7 ( d Z CKED BY a_ ovEo
STANDARDS IN EFFECT. /
. HAROLD A. GARCELON R.C.E. 31681 DATE: �^ r.. CAIl�IAICC� o n r �.. �.. !�� /rr.0 Z
1 "= 40'
10-26-01
NO.: 11
3033 14N�