HomeMy WebLinkAbout1379-11 O+Q0
I i o0 2+00 3 t00 4+00 5+00
31
6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
T. B. M. TOP OF FIRE HYDRANT WEST OF'i
JACARANDA AVENUE S/SIDE LOS CEDROS
AVENUE. EL. 1463.73
B.M. CITRUS AVE. AND LOS CEDROSAVE.
RR SPIKE IN PP E. SI DE CITRUS AVE.
OPP. LOS CEDROS. EL. 1467.59
IR `s
I.
.r
0,5'
4S 228-075-4 228-075-5 228-313-15 228-313-14 228-313-13 228-313-12 228-313-11 228-313-10 228-313-9 228-313-8 228-313-7 228-313-6 228-313-5 228-313-4 228-313-3 228-313-2 228-313-1 228-293-7 228-293-6 228-293-5 228-293-4 228-293-3 228-293-2 228-293-1
A = 90° 00, 00"
6770 0.51
R } 20.00
i
L: 31.42
Q 4 Y W
ii
T = 20.00 in �t ;� d• f 7 Z
1 1 S 1 1 1 1 O 1 1 1 1 / , 1 1 1 { 1 1 1 1 1 1 S Ni '••'.. W
:; ' �,• 5.0 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 50
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�60 60 60 - 60 60 60 60 60 60 60 60 60 60 60 60 0 60 60 60 50
= 90° 00� 00��
R = 20,00' to
L 6
= 31142
T= 20.00
228-331-9 228-331-10 228-331-11 228-331-12 228-331-13 228-331-14 228-331-15 228-331-16 228-321-13 228-321-14 228-321-15 228-321-16 228-321-17 228-321-18 228-321-19 228-321-20 228-321-21 228-321-22 228-321-23 228-321-24 228-302-5 228-302-6 228-302-7 228-302-8
a
GtNERAL NOTES
I1 WATER METERS WILL BE RELOCATED BY FONTANA WATER COMPANY. CONSTRUCTION NOTES
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS
AND THE CITY OF FONTANA, PUBLIC WORKS DEPARTMENT CITY
STANDARD SPECIFICATIONS, DATED 1975,
3, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY
OF FONTANA PUBLIC WORKS DEPARTMENT` PRIOR TO -
BEGINNING ANY CONSTRUCTION.
4. ADEQUATE STAKES SHALL. RE SET BY THE ENGINEER TO
ENABLE THE CONTRACTOR TO CONSTRtXT THE WORK TO PLAN.
5. ALL REMOVALS AND RLLOCATIONS TO BE DONE BY, OTHERS AT NO
COST TO THE CITY OF FONTANA = ;
6. ALL DRIVEWAYS TO BE LOCATED IN THE FIELD AT TIME OF
CONSTRUCTION.
O CONSTRUCT 6 CURB AND GUTTER PER STD 1011
�2 CONSTRUCT 4SIDEWALK PER CITY STD.
0 INSTALL A.C. PAVEMENT PER CITY STD THICKNESS VARIES. (FUTURE)
4� CONSTRUCT RESIDENTIAL DRWYs PER STD 103,
CONSTRUCT RAMP CURB RETURN PER STD 104A%
6 NATIVE SOIL COMPACTED- 95%.
�7 RELOCATE POLES BY SOUTHERN CALIFORNIA EDISON.
O CONSTRUCT CROSS GUTTER PER STD 105.
�9 MATCH EXISTING A.C. PAVEMENT PER CITY STD,
R/W R/W
6 0
12' 18i I8i 12
8' 10, 10, 8
4• I'A.C. FEATHER 1OVER EXISTING 4'
0.5' -. � 015
O 1i •
SLOPE I/4 11 ' I1 3 ° 20/6 2 /° /' " ° - SLOPE I/4}
4
2 { J1. Ra
4
9 9
I TYPICAL SECTION
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MCA EMMES MEE SOMME
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mom
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1 O+Q0
I i o0 2+00 3 t00 4+00 5+00
31
6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
T. B. M. TOP OF FIRE HYDRANT WEST OF'i
JACARANDA AVENUE S/SIDE LOS CEDROS
AVENUE. EL. 1463.73
B.M. CITRUS AVE. AND LOS CEDROSAVE.
RR SPIKE IN PP E. SI DE CITRUS AVE.
OPP. LOS CEDROS. EL. 1467.59
IR `s
I.
.r
0,5'
4S 228-075-4 228-075-5 228-313-15 228-313-14 228-313-13 228-313-12 228-313-11 228-313-10 228-313-9 228-313-8 228-313-7 228-313-6 228-313-5 228-313-4 228-313-3 228-313-2 228-313-1 228-293-7 228-293-6 228-293-5 228-293-4 228-293-3 228-293-2 228-293-1
A = 90° 00, 00"
6770 0.51
R } 20.00
i
L: 31.42
Q 4 Y W
ii
T = 20.00 in �t ;� d• f 7 Z
1 1 S 1 1 1 1 O 1 1 1 1 / , 1 1 1 { 1 1 1 1 1 1 S Ni '••'.. W
:; ' �,• 5.0 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 50
.f 5• r w y ,
• 1• J• • 1• . •1• 1 • • • i i I • `1 J r'•I• / 1
'1` i• v• 1' ',' 'l : 1 't •.•'• •♦ 'i ', i •'r 1 S i '•r •' i 't• i • .• '\ r• 1 •� i. ''� 'I. e t '.i. :..• 'i• 'J '1 •t•• � •i S f t .s. •\• ♦ .•
it
.s • ,•f
- a
:• a
• 1 .
• • i
:
t .
._... _
n _
QAmp
C • _ C
,y': • . .: -• #}: � .!: r - --- al.W—_ x *: � 6. S:. - '' it 'i _
Aw-
Y/t
,
r.
. s.
f
F
r
• • r 1
1 t
i` 1 ♦ r
♦• ♦ f r •♦ r r r
L'• r r .r' \ i•
J •!• 'IL 1 •,• '1• i• •' I moi• I\ '!' •r 'i •i , '!'•' I'
.{ .t r i ..• .I 3
•v . • / / L
�60 60 60 - 60 60 60 60 60 60 60 60 60 60 60 60 0 60 60 60 50
= 90° 00� 00��
R = 20,00' to
L 6
= 31142
T= 20.00
228-331-9 228-331-10 228-331-11 228-331-12 228-331-13 228-331-14 228-331-15 228-331-16 228-321-13 228-321-14 228-321-15 228-321-16 228-321-17 228-321-18 228-321-19 228-321-20 228-321-21 228-321-22 228-321-23 228-321-24 228-302-5 228-302-6 228-302-7 228-302-8
a
GtNERAL NOTES
I1 WATER METERS WILL BE RELOCATED BY FONTANA WATER COMPANY. CONSTRUCTION NOTES
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS
AND THE CITY OF FONTANA, PUBLIC WORKS DEPARTMENT CITY
STANDARD SPECIFICATIONS, DATED 1975,
3, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY
OF FONTANA PUBLIC WORKS DEPARTMENT` PRIOR TO -
BEGINNING ANY CONSTRUCTION.
4. ADEQUATE STAKES SHALL. RE SET BY THE ENGINEER TO
ENABLE THE CONTRACTOR TO CONSTRtXT THE WORK TO PLAN.
5. ALL REMOVALS AND RLLOCATIONS TO BE DONE BY, OTHERS AT NO
COST TO THE CITY OF FONTANA = ;
6. ALL DRIVEWAYS TO BE LOCATED IN THE FIELD AT TIME OF
CONSTRUCTION.
O CONSTRUCT 6 CURB AND GUTTER PER STD 1011
�2 CONSTRUCT 4SIDEWALK PER CITY STD.
0 INSTALL A.C. PAVEMENT PER CITY STD THICKNESS VARIES. (FUTURE)
4� CONSTRUCT RESIDENTIAL DRWYs PER STD 103,
CONSTRUCT RAMP CURB RETURN PER STD 104A%
6 NATIVE SOIL COMPACTED- 95%.
�7 RELOCATE POLES BY SOUTHERN CALIFORNIA EDISON.
O CONSTRUCT CROSS GUTTER PER STD 105.
�9 MATCH EXISTING A.C. PAVEMENT PER CITY STD,
R/W R/W
6 0
12' 18i I8i 12
8' 10, 10, 8
4• I'A.C. FEATHER 1OVER EXISTING 4'
0.5' -. � 015
O 1i •
SLOPE I/4 11 ' I1 3 ° 20/6 2 /° /' " ° - SLOPE I/4}
4
2 { J1. Ra
4
9 9
I TYPICAL SECTION
N. T. S.
:I W
O
C�
k
1
a
I
GtNERAL NOTES
I1 WATER METERS WILL BE RELOCATED BY FONTANA WATER COMPANY. CONSTRUCTION NOTES
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS
AND THE CITY OF FONTANA, PUBLIC WORKS DEPARTMENT CITY
STANDARD SPECIFICATIONS, DATED 1975,
3, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY
OF FONTANA PUBLIC WORKS DEPARTMENT` PRIOR TO -
BEGINNING ANY CONSTRUCTION.
4. ADEQUATE STAKES SHALL. RE SET BY THE ENGINEER TO
ENABLE THE CONTRACTOR TO CONSTRtXT THE WORK TO PLAN.
5. ALL REMOVALS AND RLLOCATIONS TO BE DONE BY, OTHERS AT NO
COST TO THE CITY OF FONTANA = ;
6. ALL DRIVEWAYS TO BE LOCATED IN THE FIELD AT TIME OF
CONSTRUCTION.
O CONSTRUCT 6 CURB AND GUTTER PER STD 1011
�2 CONSTRUCT 4SIDEWALK PER CITY STD.
0 INSTALL A.C. PAVEMENT PER CITY STD THICKNESS VARIES. (FUTURE)
4� CONSTRUCT RESIDENTIAL DRWYs PER STD 103,
CONSTRUCT RAMP CURB RETURN PER STD 104A%
6 NATIVE SOIL COMPACTED- 95%.
�7 RELOCATE POLES BY SOUTHERN CALIFORNIA EDISON.
O CONSTRUCT CROSS GUTTER PER STD 105.
�9 MATCH EXISTING A.C. PAVEMENT PER CITY STD,
R/W R/W
6 0
12' 18i I8i 12
8' 10, 10, 8
4• I'A.C. FEATHER 1OVER EXISTING 4'
0.5' -. � 015
O 1i •
SLOPE I/4 11 ' I1 3 ° 20/6 2 /° /' " ° - SLOPE I/4}
4
2 { J1. Ra
4
9 9
I TYPICAL SECTION
N. T. S.
:I W
O
C�
k
1
a
I
k
1
a
I