HomeMy WebLinkAbout2443-21 2" • STEEL BARS WELD TO -�
PROTECTION BAR AT 6" O.C. AND
T BAND AT 120' (3 LOCATIONS).
8 ND STEEL PLATE AND WELD.
1/4" X 6" DI AM.
STEEL PLATE
4" PCC SLAB
1/4" X 3" STEEL BAND, BENtj
2" FLANGE AT ENDS.
�-1 /2" 0 STEEL
PROTECTION BAR
0 X 6" GALVANI
MACHINE BOLT
D2 RISER
DIAMETER
C.S.P.
GAUGE
18"-27"
16
--W-39" -
DELTA
42"-48"
12
51"-66"
10
OTECTION BAR
SEE NOTE 4 (TYP.)
STANDARD C.S.P. TEE" SECTION
e'
c.s.P. � i %0i_
R.C.P.
SLOPE TO DRAIN F--=�-I� `D WRAP NTH ONE nHi i ESS
` OF 15 POUND FELT PAPER,
INVERT ELEV. A SHAPE OPENING FOR 00TH
JOINT
CONNECT TO R.C.P. NTH P C.C.
COLLAR, IN ACCORDANCEOTH
DETAIL AT RIGHT
NOTES:
1. V, Dl, D2 A ELEVATION A SHALL BE SHOMM ON TME CONSTRUCTION PLANS.
2. GRATE ASSEMBLY SHALL BE FABRICATED TO FIT C S.P. OF SIZE D2.
3. GRATE ASSEMBLY SHALL BE GALVANIZED AFTER FABRICATION.
4. 1/2" WIDE SOTS OR 1/2" TO 1" /HOLES. �
5. D1 GAUGE SHALL BE THE SAME D2.
560.T_ A
� fe4'4��'
PROPOSE6 SEWER
=7.6 c.f.s.
=17.5 c.f.s.
z
U0c,• LOoo
11 -L-�- X2HGL
5)
=33.4 c.f.s.
�r
d
z
?o
N
w- _
N
FINISH FACE OVER
CA OF P� PE
=
,�
I Z !
orLLI4 I
z
C3 m ! cd Q N
U
a�r-
N NV N E mZ
c+o c+c � < L0 .+r 0 cc
CONST. 32.00 LF 18' P.C.P., D-1500
13 SMP RARY RISER coNST� 2g' -o' WIDE CATCH BASIN j � � T„� �
t I
N.T.s. 8+00 7+00 6+00 5+00
GRAPHIC SCALE
M M
( IN Fm
1 inch 40 r!.
18"
d
i
01
DELTA
RADIUS
U
!3
A
44'41'22
22.50'
17.55'
9.25'
B
z
45.00'
N
c!
cw
04'46'10"
1587.00'
132.11'
NLj
N
100'52'21
90.00'
158.45'
108.93'
E
90000'00"
45.00'
LaJ
m
F
O O
22.50'
O
N
j
REMOVE TEMPORARY
36"
o6
Ui'
HEREON.
♦ ♦
CONCRETE IDLANKE.Z PER APWA STD PLAN
+
+
L
CONST. 142.83 LF 24" R.C.P.6
D-1500
CONST. 32.00 LF 18' P.C.P., D-1500
13 SMP RARY RISER coNST� 2g' -o' WIDE CATCH BASIN j � � T„� �
t I
N.T.s. 8+00 7+00 6+00 5+00
GRAPHIC SCALE
M M
( IN Fm
1 inch 40 r!.
CONSTRUCTION NOTES:
1r0
Q.�- CONSTRUCT
18"
CURVE DATA
D-1500
01
DELTA
RADIUS
LENGTH
TANGENT
A
44'41'22
22.50'
17.55'
9.25'
B
91053'43"
45.00'
72.17'
46.51'
(_C>
04'46'10"
1587.00'
132.11'
66.09'
D
100'52'21
90.00'
158.45'
108.93'
E
90000'00"
45.00'
11 70.69
45.00'
F
63036'44"
22.50'
24.98'
13.95'
CONSTRUCTION NOTES:
1r0
Q.�- CONSTRUCT
18"
R.C.P.,
D-1500
PER
DETAIL
ON
SHEET
7.
2a-- CONSTRUCT
24"
R.C.P.,
D-1500
PER
DETAIL
ON
SHEET
7.
3�-- CONSTRUCT
30"
R.C.P.,
D-1250
PER
DETAIL
ON
SHEET
7.
(4CONSTRUCT
36"
R.C.P.,
D-1250
PER
DETAIL
ON
SHEET
7.
S�CONSTRUCT MANHOLE PER APWA STD. PLAN 321-0.
6Q- CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-1.
( i �--CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=7'
@-CONSTRUCT
{
CATCH BASIN PER
APWA
STD.
PLAN
300-1,
W=14"
&-CONSTRUCT
CATCH BASIN PER
APWA
STD.
PLAN
300-1,
W=21'
@-CONSTRUCT
CATCH BASIN PER
APWA
STD.
PLAN
300-1,
W=28'
&-CONSTRUCT
LOCAL DEPRESSION
PER
APWA
STD.
PLAN 313-0,
CASE A.
CONSTRUCT
CONCRETE COLLAR
PER APWA
STD.
PLAN 380-1.
11.
INSTALL OR
REMOVE TEMPORARY
36"
RISER PER
DETAIL
HEREON.
14 CON57RU CT
CONCRETE IDLANKE.Z PER APWA STD PLAN
295-0
11
5 LATERAL
8 �Sxs3� (SEE SHEET 3)
�46
P=664.0
27
/��► c, P=670.0
/401 Ql
° '8 8
•Oa, `a�.�p �
eic
66
P6.0
�V'•�I 1
a 4V 25►
N/ P=663.7 k,*'
�-•
°��b wG°Q .
�d
1p
0
,��
Z
U
(3 a PROPOSED SEWER
CONST. 313.93 Lt 24' R.C.P. D-1540
�LINE "As
Q25=43.9 j -f -s-- Q25=64.8 c.f.s
025`6 .9 c. f. s.
01 G
CONST. 41.04 LF 30" R.C.P., D-1500
0
x_93 LF 36"
D-1500
=66.8 c.f.s.
O �
U
A +"
H�-(25) 12 (�
U /
cn
e4 w U
0
4+00 3+00 2+00 1+00 0+00
C INT. ST. STA. 12+77.55 COLUMBIA DRIVE
_ 9 A. 10+00.00 NAI CIRC , '� � � � x
P-660.0 ';A"\\\ � � � � ��
Xj
rci
oe
28
P-656.0 �G• Pp`1 \ \, \\ °\ x \\ �. �Q`
\ , \.. `� ti .� \\k \ ted'
11 627
P-652.0 X = �,
g O
o
tia`
LINEtAcl)
�� �.
P=661.3ray` A
N \�
0+02.95`e. \`
x. FcN
E�Eu. 18 R.C,,F
AL 'ZI
>�s (SEE SHEET 3) '` TERAS tAt
cA z 2+35.28 ` 1 �' .►�� 1 \ \. '� ,,S SHEET 3)
G� P=661.8 5 C L M.H. N0. 3 �'�� c�ti'`�O \I , �,.`\
w 6 7 tib �G' 4 1
O; O` P=644.5 1 P=641.0 'Q
s TERAS.. Ft x �, o• 1
3 ��� (SEE SHEET 3) �' ��"' o• -
� P=662.3 'Gb, �•'' •
�x J 9 LATERAL 'Cit
11
���► (SEE SHEET 3) �'�� �* Q.
B
9
llb
P-663.0 2 5P=65.2 O
4 X �� • s °�'�' °�• ��
LINE 'Al o �9 ��
x •o
11 C •.o
5 24
P=663.7 P=646.0
,
BFa a� `o; tia
7
Oxo s �' 6 11
1 a� oXa� LATERAL tE'
0 . �o�' ��'A P=642.5 (SEE SHEET 3)
8� xooa 1+84.74 5
x • Ir 00' ��� O♦ C/L M.H. N0. 2
� �Fc QpO � ��' ; C INT. ST. STA. 11+96.26 NOVA SCOTIA DRIVE
0+ 3t * = ST. STA. 10+00.00 COLUMBIA DRIVE
P=643.5 LM_
'P A (SEE SHEET 3)
P=644.2 t t
STCAI. STAT. . 12+34.26 ONTARIO CIRCLE CIRCLE u�� � �Y/ � • /`�� `aR `~' Gn~` G
d O� e „ 5, � „ s � � (SEE SHEET 3) CITY OF FO NTANA
CALI FOQ �i i eP=645.0
FESe Consultin Grou6 Morgan, Suite 100
Uj
No.35275lrvine, California 92618
* Exp.9/30/99 (714)587-,3012 FAX (714)472-3176
CIVVAI �a��' 4A I own i� 14y S 4 0'PREPARE UN ER E SUPERVISION OF:
At " RECORD VRA�+iNGG5"-TA \45'12-1 27ENGRp
REVISIONS PROVA DATE APPROVht. DATE A. EN 35279. .
, i�i�i�
PUBLIC WORKS DEPARTMENT
DRAWN BY STORM DRAIN IMPROVEMENT PLANS SCALE:
LCSHORZ*DESIGNED BY LINE "A" ac LINE " 6„ VERT.: ',=
LCS TWT N0. 14572-1 & 14572-2
CHECKED BY DATE:
EC
SESPLAN AND PROFlLE 2/17/9
JOB N0.���� �» DR. N0. SHT. N0. � elyt e
DATE:
Z'I1-�? �PRj� (,� CIN ENGINEER R.C.e 2443 OF %
{
a'
Li
CV
.
E M
I N
M
N
CONST. 41.04 LF 30" R.C.P., D-1500
0
x_93 LF 36"
D-1500
=66.8 c.f.s.
O �
U
A +"
H�-(25) 12 (�
U /
cn
e4 w U
0
4+00 3+00 2+00 1+00 0+00
C INT. ST. STA. 12+77.55 COLUMBIA DRIVE
_ 9 A. 10+00.00 NAI CIRC , '� � � � x
P-660.0 ';A"\\\ � � � � ��
Xj
rci
oe
28
P-656.0 �G• Pp`1 \ \, \\ °\ x \\ �. �Q`
\ , \.. `� ti .� \\k \ ted'
11 627
P-652.0 X = �,
g O
o
tia`
LINEtAcl)
�� �.
P=661.3ray` A
N \�
0+02.95`e. \`
x. FcN
E�Eu. 18 R.C,,F
AL 'ZI
>�s (SEE SHEET 3) '` TERAS tAt
cA z 2+35.28 ` 1 �' .►�� 1 \ \. '� ,,S SHEET 3)
G� P=661.8 5 C L M.H. N0. 3 �'�� c�ti'`�O \I , �,.`\
w 6 7 tib �G' 4 1
O; O` P=644.5 1 P=641.0 'Q
s TERAS.. Ft x �, o• 1
3 ��� (SEE SHEET 3) �' ��"' o• -
� P=662.3 'Gb, �•'' •
�x J 9 LATERAL 'Cit
11
���► (SEE SHEET 3) �'�� �* Q.
B
9
llb
P-663.0 2 5P=65.2 O
4 X �� • s °�'�' °�• ��
LINE 'Al o �9 ��
x •o
11 C •.o
5 24
P=663.7 P=646.0
,
BFa a� `o; tia
7
Oxo s �' 6 11
1 a� oXa� LATERAL tE'
0 . �o�' ��'A P=642.5 (SEE SHEET 3)
8� xooa 1+84.74 5
x • Ir 00' ��� O♦ C/L M.H. N0. 2
� �Fc QpO � ��' ; C INT. ST. STA. 11+96.26 NOVA SCOTIA DRIVE
0+ 3t * = ST. STA. 10+00.00 COLUMBIA DRIVE
P=643.5 LM_
'P A (SEE SHEET 3)
P=644.2 t t
STCAI. STAT. . 12+34.26 ONTARIO CIRCLE CIRCLE u�� � �Y/ � • /`�� `aR `~' Gn~` G
d O� e „ 5, � „ s � � (SEE SHEET 3) CITY OF FO NTANA
CALI FOQ �i i eP=645.0
FESe Consultin Grou6 Morgan, Suite 100
Uj
No.35275lrvine, California 92618
* Exp.9/30/99 (714)587-,3012 FAX (714)472-3176
CIVVAI �a��' 4A I own i� 14y S 4 0'PREPARE UN ER E SUPERVISION OF:
At " RECORD VRA�+iNGG5"-TA \45'12-1 27ENGRp
REVISIONS PROVA DATE APPROVht. DATE A. EN 35279. .
, i�i�i�
PUBLIC WORKS DEPARTMENT
DRAWN BY STORM DRAIN IMPROVEMENT PLANS SCALE:
LCSHORZ*DESIGNED BY LINE "A" ac LINE " 6„ VERT.: ',=
LCS TWT N0. 14572-1 & 14572-2
CHECKED BY DATE:
EC
SESPLAN AND PROFlLE 2/17/9
JOB N0.���� �» DR. N0. SHT. N0. � elyt e
DATE:
Z'I1-�? �PRj� (,� CIN ENGINEER R.C.e 2443 OF %