HomeMy WebLinkAbout1402-7elNo Sc4le )
L of 'A
,[3a ski) See -T4//O
18 �G•r
�e9 B•�' �,o/
.3O"RCP �
See SIM /D
�.5�ar/r� Or�ii7 CUr�e
CONSTRUCTION NOTES
N-1Sc'/e / "= 40'
0)_ -Construct
2"
A.C.
pavement
over compacted native soil.
Q�_ Construct
2ki'A,
C ,
�
N'�
0
V
minimum variable thickness A.C. cap.
-- Construct
6"
curb
with 18"
gutter per City of Fontana
Std. 101.
/4f7°54'.36"'
58.00'
/49.73"
20/. 7'
elNo Sc4le )
L of 'A
,[3a ski) See -T4//O
18 �G•r
�e9 B•�' �,o/
.3O"RCP �
See SIM /D
�.5�ar/r� Or�ii7 CUr�e
CONSTRUCTION NOTES
N-1Sc'/e / "= 40'
0)_ -Construct
2"
A.C.
pavement
over compacted native soil.
Q�_ Construct
2ki'A,
C ,
pavement
over compacted native soil.
&---Construct
1"
minimum variable thickness A.C. cap.
-- Construct
6"
curb
with 18"
gutter per City of Fontana
Std. 101.
/4f7°54'.36"'
58.00'
/49.73"
20/. 7'
OY-Construct
8"
curb
with 18"
gutter per City of ,Fontana
Std. 101.
-
.
d
582.00'
PAC/F/CA AVENUE
WALNUT GROVE AVE.
ee car` might
LWv... vc. _ __ — - - _ — - - - _- _ — / - — . . --
20 Construct 18" RCP -1000D
27 Install Grate Assembly per detail on 5ht. I
29 Construct 1.5' thick rip -rap
9& ---Construct cross gutter per City of Fontana Std. Detail 104.
0__Construct 4" thick P.C.C. sidewalk per Std. 105-A.
11 Construct ramped curb return per City of Fontan Std, 104-A.
12 Construct driveway approach per City of Fontana Std. 102.
(Lots / through 23 7r /302-/)/ (La/s
15 Construct catch basin and gutter apron per City of Fontana
Std. Detail 121. (1 ength as shown)
17 Adjust sewer manhole to grade.
CU.eVC- AQ -4r.4:
See .517eef IVO. 6
COK014APO AVS.
/Z�B ZS.25'
43.00'
x/00'
¢3.00'
/8.00' L=25_01'
G= 43.
90000,00"
20.00
3/. 42'
20.00'
C.10
/V
33° 4742"
102.00
3!'0.57
/8.83'
CC,
ro
/4f7°54'.36"'
58.00'
/49.73"
20/. 7'
C.F.
,0
90000'00"
38.00'
J
38.00'
g Cr'OW77
.
d
582.00'
109.35'
34. 7/'
C. 1=.
Co 49' 37"
600.00'
7/, 49'
v
sL4,P' .C. lo EC.
C. "Cr
G
6114913 7"
! /8.00 '
0
36.66
f/
6 ° 47'30" `
619..00'
73.26,'
36.67"
C.
Z
to a 47'30"
6100.00'
74/2,
S
C. /0 RR.. C.
d/
G " 47' 30"
582.00'
6 8.99
34 53'
C. 'AF
K
7" 5,9'29"
5/3.00'
72./0
36. /!'
C. F.
G
/4'2/'42" 1
500.00'
1 /25.33
e03.00'
li Rao, /--y roE.C.
o�
0
Q�
g
T
LWv... vc. _ __ — - - _ — - - - _- _ — / - — . . --
20 Construct 18" RCP -1000D
27 Install Grate Assembly per detail on 5ht. I
29 Construct 1.5' thick rip -rap
9& ---Construct cross gutter per City of Fontana Std. Detail 104.
0__Construct 4" thick P.C.C. sidewalk per Std. 105-A.
11 Construct ramped curb return per City of Fontan Std, 104-A.
12 Construct driveway approach per City of Fontana Std. 102.
(Lots / through 23 7r /302-/)/ (La/s
15 Construct catch basin and gutter apron per City of Fontana
Std. Detail 121. (1 ength as shown)
17 Adjust sewer manhole to grade.
CU.eVC- AQ -4r.4:
See .517eef IVO. 6
COK014APO AVS.
1
�iverner/f
no
O
d
L
-r'
.f'. eI71AOrkS
A
90000,00"
20.00
3/. 42'
20.00'
C.10
/V
33° 4742"
102.00
3!'0.57
/8.83'
C. F
C
/4f7°54'.36"'
58.00'
/49.73"
20/. 7'
C.F.
,0
90000'00"
38.00'
59,69'
38.00'
g Cr'OW77
,!5-
lo' 49'37"
582.00'
109.35'
34. 7/'
C. 1=.
Co 49' 37"
600.00'
7/, 49'
35.79'
sL4,P' .C. lo EC.
C. "Cr
G
6114913 7"
! /8.00 '
73.64'
36.66
f/
6 ° 47'30" `
619..00'
73.26,'
36.67"
C.
Z
to a 47'30"
6100.00'
74/2,
35.60
C. /0 RR.. C.
d/
G " 47' 30"
582.00'
6 8.99
34 53'
C. 'AF
K
7" 5,9'29"
5/3.00'
72./0
36. /!'
C. F.
G
/4'2/'42" 1
500.00'
1 /25.33
e03.00'
li Rao, /--y roE.C.
1
�iverner/f
no
O
d
L
T
,2emar,�s
482.00'
57.66,
28.8!0'
C.10
/V
33° 4742"
102.00
3!'0.57
/8.83'
C. F
0
40,47'/3''
102.00
44. /4'
23,05'
C.F.
p
je53"07'4_3]
38.00'
16,6.10-T
C. F
REVISIONS
W,4LNUT GROVE AVENUE
v�-,PACIFICA AVE
wee crf Ler`'/30'21
o AN.89 58'27A `� N N A
/
23
zoo'�2s�'0 t Sheer` MO.M141V<5O 4 I��. PACIPICA AVE.
7
0I
CITY OF FONTANACALIFORNIA
PUBLIC WORKS DEPARTMENT
KING CIVIL ENGINEERING DRC�BY1 TR. NO. /3026—/,2,3,4,5 SCALE:
!01 S. KRAEMER BLVD., SUITE 225 p�S��N BY: PAC/�/CA AVENUE''S�"°""'
PLACENTIA, CALIFORNIA 92670 (714) 996-7010 '-'L/I�(/% OVE AI/FNUF ____
CHECK BY : —' WA--- GR ---UAIt:
APPROV eY: DATE:6.C. /II�IPROVEME/VT PLANJOB N0� APPROVED: / �OR.NO. SHT. NO•.
/402 7 of /O
RCE: 16916 Ex .,Oat G -3o -B9 CITY ENGINEER RCE 18932