HomeMy WebLinkAbout3359-2c
0
U)
a�
a�
r
U)
U)
L
-o
U)
0
c
0
c
0
4 -
co
0
Ln
M
c
i
U
d
U)
c
c
0
>
L
U
5
0
a
M
0
0
N
a�
0
EXISTING IGRQU
n
ME
V)
>=
W
8
EL
a.
IL
EWER
"
No MENNEN MEMMEMEMEMEMEM MENOMONEE No
N N
0 mm� 0 NONNI:, 0.00 mommom NOON mommommommommommmomm
mom No mom ENNONS 0 NOON
0 1
226
CONSTRUCTION NOTES:
60 CONSTRUCT 8 INCH EXTRA STRENGTH VCP SEWER
61 CONSTRUCT SEWER MANHOLE PER APWA 200-2
62 CONSTRUCT 6'EXTRA STRENGTH SEWER LATERAL
CROSS-REFERENCE NOTES:
I. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL
NOTES, BASIS OF BEARINGS AND BENCHMARK,
SEE DWG. NO. 2997, SHEETS I THRU 3
2. TRENCH REPAIR SHALL BE PER CITY OF FONTANA
STD. PLAN NO 131. SEE PROFILE FOR LIMITS
3. FOR A.P.W.A• AND CALTRANS STANDARD PLANS SEE
DWG. NO. 2997 SHEETS 9 THRU 13
11 ;'
O"
(\! J
co N ab
LO LO �.
+ In
ko qwLo
M
Ow
a c" w
0aN
1 ~-
NW
Www -
Z
J �— -
V
H-
a
227
228
O
"
cn
0
Rw
N
if
a
14'-8' EXTRA STRENGTH 60
VCP LATERAL
0 S=0:005
��. PROPOSED
R/W
�-�=
= N ~
' _ J
N�
+ LO
o
o d•
N N
oD F -
N N
N
P
V)
El
229
�, t__-- �- '229 N00° 16' S5�' W
2� 7 ___ ._ _ _,1228 r-� _-
ro
91 i
O
v�
0
Q
N
a
a
VSE NIU E"'
231
231
Ln
--Q;..1_N. _ _._.a� v- --- - EXIST - - M-
Q -"`€XIST: --->� -si R'�►vE:
2 18" WATER g R/W g /F
° ,
F
N a- EXIST. 2" TELEPHONE EXIS .
o N N 18" WATELO
61
iC°�''
• N W J
m
W
+ N
m
00 CL IT
o<
(\&-;0
N v) z
a „ W
1 �
EXIST—
R/
XT R/ _ ---:
POTHOLE VERIFICATIONGo
I i
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR o I o 1 rn
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF rn
THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAYM M
EXIST. OR THE LOCATION OF FACILITIES MAY DIFFER FROM THE o 0
LOCATIONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL. AT HIS OWN N N
EXPENSE. DETERMINE THE EXACT LOCATION OF ALL SUCH UNDERGROUND
UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY a a
DAMAGE SUCH FACILITES OR INTERFERE WITH THEIR CONTINUOUS
OPERATIONS -UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY
UNDERGROUND FACILITIES NOT SHOWN ACCURATELY ON THESE PLANS OR
NOT PROPERLY MARKED BY THE UTILITY OWNER, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY TELEPHONE
AND IN WRITING.
Q O
dus
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE I-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
O
O
rn
0
qr
N
r�c
REV.
R6C
4 16
55LW-
PROPOSED 42n RCP
SEE CTORM DRAIN
�r IM_ PR VEMENT PLA__ !
-T
-..�--PE$ -TlN_G_N0.
R SED WI ENING i E
F—
-----ST.. =� I PFjO.VEM NT P NIS
� I DWG. N�. ` y7
SHEET N0. 31 & 32
I M I M 1
O � O
"
N
O
N
M M M
O 66
N
N N
Z z
a d.
a
232
o�
0
Q
N
14'-8" EXTRA STRENGTH
60 YCP LATERAL
S=0.005 0
SOUTH HIGHLAND AVENUE
J 1 il 11-13A,
t�I XIS " LAG
Q
0 IST 10' EW R
1 R EWE PANS
E.G 10. 313 3 N
9�
EE T N0.9
,
E IS
IS" W (.'-R
I
-130 1
0
E IST.
C BLE I�, `
L0oll f� .
�LA
E w
..�PROk, YSED--42 CP
,7 c o --Y -- _ ,hPER ORM R IAV.. N i
I�� ti -IM PRIM/-E61i
o ' S I ; - PE DWG N0. 3b I --T o
M'>t �. -
o Q Q I SH ET N0. 3 a�
1w N N
N z z
d t I J J
Q 1
79
1
0.01062 A�h\�J•
EXIST. IE
�-PROPOSED R/W 1
M c"
O M
XIST. R/W c a'
0
0 0
Q Q
N N
z z
a o,
a j a
6" MIN.
10" MAX.
3' MAX SIZE NATIVE -
SOIL COMPACTED 95%—�
6' MAX. SIZE NATIVE
SOIL COMPACTED 90%-�
I" MAX• SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90%
R" A In" vr.P
TABLE 200 1.2 [A]
O
SIEVE SIZE
O
i Y2■
-
SIERRA AVENUE
FROM 1100' SOUTH OF SOUTH HIGHLAND AVE.
O 00' SOUT OF UTH HIGHLAND AVE.
I"
-
c"
�q"
cp
%2"
0
100
0
PROPOSED WIDENING
N I
N
I
NO. 8
SEE STREET
I
ASTM C 131
TEST GRADING
IMPROVEMENT PLANS
DWG NO. 2997
SHEET NO. 31& 32
S'J-ei. R A-/,f�
�, t__-- �- '229 N00° 16' S5�' W
2� 7 ___ ._ _ _,1228 r-� _-
ro
91 i
O
v�
0
Q
N
a
a
VSE NIU E"'
231
231
Ln
--Q;..1_N. _ _._.a� v- --- - EXIST - - M-
Q -"`€XIST: --->� -si R'�►vE:
2 18" WATER g R/W g /F
° ,
F
N a- EXIST. 2" TELEPHONE EXIS .
o N N 18" WATELO
61
iC°�''
• N W J
m
W
+ N
m
00 CL IT
o<
(\&-;0
N v) z
a „ W
1 �
EXIST—
R/
XT R/ _ ---:
POTHOLE VERIFICATIONGo
I i
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR o I o 1 rn
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF rn
THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAYM M
EXIST. OR THE LOCATION OF FACILITIES MAY DIFFER FROM THE o 0
LOCATIONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL. AT HIS OWN N N
EXPENSE. DETERMINE THE EXACT LOCATION OF ALL SUCH UNDERGROUND
UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY a a
DAMAGE SUCH FACILITES OR INTERFERE WITH THEIR CONTINUOUS
OPERATIONS -UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY
UNDERGROUND FACILITIES NOT SHOWN ACCURATELY ON THESE PLANS OR
NOT PROPERLY MARKED BY THE UTILITY OWNER, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY TELEPHONE
AND IN WRITING.
Q O
dus
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE I-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
O
O
rn
0
qr
N
r�c
REV.
R6C
4 16
55LW-
PROPOSED 42n RCP
SEE CTORM DRAIN
�r IM_ PR VEMENT PLA__ !
-T
-..�--PE$ -TlN_G_N0.
R SED WI ENING i E
F—
-----ST.. =� I PFjO.VEM NT P NIS
� I DWG. N�. ` y7
SHEET N0. 31 & 32
I M I M 1
O � O
"
N
O
N
M M M
O 66
N
N N
Z z
a d.
a
232
o�
0
Q
N
14'-8" EXTRA STRENGTH
60 YCP LATERAL
S=0.005 0
SOUTH HIGHLAND AVENUE
J 1 il 11-13A,
t�I XIS " LAG
Q
0 IST 10' EW R
1 R EWE PANS
E.G 10. 313 3 N
9�
EE T N0.9
,
E IS
IS" W (.'-R
I
-130 1
0
E IST.
C BLE I�, `
L0oll f� .
�LA
E w
..�PROk, YSED--42 CP
,7 c o --Y -- _ ,hPER ORM R IAV.. N i
I�� ti -IM PRIM/-E61i
o ' S I ; - PE DWG N0. 3b I --T o
M'>t �. -
o Q Q I SH ET N0. 3 a�
1w N N
N z z
d t I J J
Q 1
79
1
0.01062 A�h\�J•
EXIST. IE
�-PROPOSED R/W 1
M c"
O M
XIST. R/W c a'
0
0 0
Q Q
N N
z z
a o,
a j a
6" MIN.
10" MAX.
3' MAX SIZE NATIVE -
SOIL COMPACTED 95%—�
6' MAX. SIZE NATIVE
SOIL COMPACTED 90%-�
I" MAX• SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90%
R" A In" vr.P
TABLE 200 1.2 [A]
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
STANDARDS IN EFFECT.
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
i Y2■
-
SIERRA AVENUE
FROM 1100' SOUTH OF SOUTH HIGHLAND AVE.
O 00' SOUT OF UTH HIGHLAND AVE.
I"
-
DESIGNED BY:
W I LLDAN
�q"
100
%2"
90 -
100
%"
20 -
60
NO. 4
0 -15
NO. 8
0 -5
ASTM C 131
TEST GRADING
B
PROFILE SCALE
HORIZ: 1* = 40'
VERT: 1' = 4'
6' MIN.
10" MAX.
- N
�• EL- 0
_%2" CRUSHED STONE BEDDING
PER STD. SPECS. FOR PUBLIC
WORKS CONSTRUCTION TABLE
200 1.2 CA] SHOWN
W_ TYPICAL BEDDING FOR 8" & 10" VCP
No SCALE
6" MIN. 6" MIN.
10" MAX. 10" MAX.
4nwi 101
3" MAX SIZE NATIVE �' I" MAX. SIZE
SOIL COMPACTED 95% SELECTED NATIVE
6" MAX. SIZE NATIVE BEDDING COMPACTED
(I SOIL COMPACTED 90% - - - TO 90%
W
8" & 10" VCP _ �- 0
TYPICAL BEDDING FOR 8" & 10" VCP
20 10 0 20 40 60 80 100 APN 240-121-017 APN 240-121-005 APN 240-121-006 LESS THAN 10
SENSE No SCALE
SOUTH HIGHLAND AVENUE
SCALE: 1'=40'
REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED PLANS PREPARED BY: CITY O FONTANA
2WAWIAJ6 41 rI�i1;0?- I •�• p Qa�F GS���4�
W WILLDAN
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
STANDARDS IN EFFECT.
No• roc F2�
�� o� 2 27o42Towne Centre Drive, Suite 270
56185 Foothill4OR884COh, CA 92610
XP. 12-31-04 UNDER T
EE SUPERVISION OF:
� c � �
s`Tq��/C EN00*117x4�Date : 4-14-03
FOF CA��F� KENNETH C. TAYLOR R.C.E. 56185
SEWER IMPROVEMENTS
DRAWN BY:
W I LLDAN
SIERRA AVENUE
FROM 1100' SOUTH OF SOUTH HIGHLAND AVE.
O 00' SOUT OF UTH HIGHLAND AVE.
SCALE:
I " =40'
DESIGNED BY:
W I LLDAN
DATE:
04- 14-03
CHECKED B77
W I LLDAN
AP ovE%o BL4� ZZ �C:�
DRAWING NO.:
3359
2
3
Y ENGINEER R.C.E. 51152 DATE.