HomeMy WebLinkAbout5453-2s
�4040-
Q100=2.CFS
E V(MAX)=g . 2 FPS
a
U
1020-
O
N
MORTAR
COQ
EXISTING 10
+
z
GRADE 10
-1030-
.
O odi
PROPOSED
�QI^A
EXIST. C.M.P.
9.32'
I) GRADE
RISER TO BE
44 30'36"
II
REMOVED
CONST. 12.57 LF.
tI
c�-io".. *
24" RCP (D-1750)
Il S=0.0795
IX. 2- GAS
* STA 10+)1.32
100-YRI
r •' , MIN. 1.00 CLEAR
H.G.L.
I
d
UN
/I
1020-
INDEX
DELTA
MORTAR
COQ
o=
+
z
22.50'
UZZ
.
O odi
C7'� OM
/a-W� FZO
N �i N W
�QI^A
dXP71
9.32'
O
N
N
C
44 30'36"
22.50
N
CONST. 12.57 LF.
M
c�-io".. *
24" RCP (D-1750)
m
cq(n_ O j
NN Z r- Z
co
O + ^ +W
O -d
_ ULo
N an''Lj v6lZ_ d ON pN.
+ VZ O+^ W� W� -
co= co 0 ocn Zm CONST. 56.22 LF.
�N 24 RCP
ism X� m� (D-1750)
1.0-1-0
LATERAL Al
10+00 11+00
* CONTRACTOR SHALL VERIFY LOCATIONS
AND ELEVATIONS OF EXISTING UTILITIES
PRIOR TO CONSTRUCTION.
♦ f I "r:
I
@STA 10+28.96END PIPE
a �
# I `-�,' 1026.27 INV -�
N29'55'070E 13.44'_
2e- RCP S�}.4844
_ = xA 10+15.52
4 GIN PIPE-
`�� 019.76 INV -
Y = - 24" RCP -
fi^ --
�' -- - • BY HURT ZOLLARS ,
°rw�!r r -
x 1
-.`-f 30 RCP �- + r 1 r f= W=10.00
- - - -
-BY HUM. ZOLLARS
r l j
\4 f �'
/STA10+21.85' I _
e BEG�I PIPE C.I - =i
1021.37
A Z T W=14.00' I o
V=5.50'
STA 10+39.33 rTl 111.
% C.
1022.76 INV-
' N89'25'53"E 38.74' Ii
2 24" RCP S=0.0795
« t i STA ` 10+78.07
END PIE + e ( SITE
_ 1025.84 I NV = ` 46.
'~92
u C,w
I I~ z
ink
- r -
,� EF
Dr
�l
Qt- -
.•i = r � i Q� EI, , i
3
I^ II I
mo= �r
Q100=4.2 CFS
J(Ab4Xr}3.0-fP
N0
co
+ EXISTING
rn GRADE
PROPOSED
GRADE
1031.77 TC
l+ 1030.94 FL
ISI
ICATCH
* IX. 2' GAS BASIN
STA 10+11.32 I'I
MIN. 1.00' CLEAR ISI
100 -YR I!
H.G.L. II
S=0.4844
CONCRETE
COLLAR
I� �I
I I z
D
J �� a
N +eco +Lu
.fj 0_>:�^dN
VC>Z O� ~~Q WF HZO
Nap N my (n W.--
J= n X�
40_ CONST. 13.44 LF.
* 24" RCP (D-2250)
0100=16.3 CFS
V(MAX)=20.3 F►PS
l
�a
EXISTING
U GRADE
PROPOSE
GRAD
II i
ISI
* IX. 2" GAS
STA 10+11.32
MIN 100' CLEAR I
II 100 -YR
ISI H.G.L.
ONSITE STORM DRAIN
II PER SEPARATE PLAN
S=0.2019 III BRICK do
CONCRETE
INDEX
DELTA
MORTAR
COQ
I
A
O UZ'
22.50'
UZZ
.
O odi
C7'� OM
/a-W� FZO
N �i N W
�QI^A
dXP71
9.32'
O
N
N
C
44 30'36"
22.50
9.21
CONST. 12.57 LF.
M
c�-io".. *
24" RCP (D-1750)
9.32'
�I
O
O
I
d
UN
M
t
z�
O
O
Z_
Z O
+W
O
dM
M
Z
M
O
0;
�rn
O UZ
cVi
Q
ZO
w^ Odd
OHO
N00
4040140ZOi
XO
�
-
NST.
24.29 LF. - 24" RCP
(D-2500)
0100=11.3 CFS
* a I V(MAX)=17.5 FPS
R
s�
10 4 0 -- pp Q100=36.9 CFS -_- oprn
0o V(MAXY=-l6.8
R FF
dd EUXISTING j I GRADE
GRADE I PROPOSED
GRADE
III ( PROPOSED
I1I I GRADE
I�1
11 LPER
100-YR S=0.2214 H.G.L
II ' - -_ MORTAR
1030-
H.G.L. LRICK
STORM DRAIN
Ij PARATE PLAN
II CONCRETE
CONCRETE COLLAR o
COLLAR MORTAR 15
Ip IL o Z
I c� ,r o'z
U -
q 1I ( S=0.2087 M p +
+ �^
OR
00
deo
III II °°�
I
W
Z N U
1020- '' z��. ---- o �_�. �Wz
O > W_ p d.-
+ }
O + W I �] Z �a> +Uro dt�
N ��n V N p�� O- dOM
W ce O d O m� ~d DN - - - N �� d WO WO
}O n UZ CR N W� I 0 0 TNN ��
mZ to-
O+6'q +g
u N moo; O CONST. 35.69 L.F.
X� zN 24" RCP
86
c. o (D-2500)
* * CONST. 24.15 LF.
30" RCP (D-2500) I
1
'1-010
041.33 TC I
040.50 FL
PROPOSED
GRADE
_10,40-
-10
040-
-10
1020
10:1-0
LATE AL 99 A2 LATERAL "A3" TERAL 99A499- JATERAL 29A5" LATE ' AL "B 6"
i
10+00 10+00 10+00 10+00 10+00
92 ' 1-1 _, 1 I
ui
-A z !I � � -
i X j S.D. 4
<.� 4 I
-. _ Q , - ¢ - PRIVATE
ON SITE S.D.
i I I - Q
- = 30" RCP / j" --24* , - _ y ^ 1. I \ --- - 4 T
Q .,, ii 5
BY HUITT ZotLARs I / �i BY Huirr ZOLLARS - -T- _ ." '= _y = 7
--:-----X = ---- :r---�---T?--- --,_-- x - - -- - -- -- x - x STA 10+12.541
s_ - - - - - - - _ - _ _ - - - - GIN - r%� - 1 I is+ i \- - a - 4
-. 6ti RCP - --� - _ ��= - - - - - _ STA 10+11.04 - - .
- - _ _ 4 023.81 IN Y \`
44 55 47"E 2.39 0 -- ��- -
_ _ - - _ - _ - _ :-�-� BEGIN PIP --
=; -
2 _ o $Y Hl�IT pLLARS ---�.•-�
N44 55
07"E -
4 RCP 5-0.201 1022.70 MV 2 _ ! _ / -�= 1--i 5 -- 5T
10+14.62 v' - 24 RCP 5=0.2214 -s _ �_� -` •. -
B.C. _-- _ - _ - p - N44 55'07"E 6.6T - _ _ STA 10+30.56 _' i4 =� ~ t _ _ _ ` j I i - ET+� Ir
ti=; ; - -103550 ITV - IX LATERAL -
019.51 INV - 3 - B.0 \ - =-. i _ " 4
w - _ - - -- - - - 30 RCP S=0.2087 - - - - - - - - - _ - - - - TO REMAINCO-
1027.80- - - - - - -
�- - -_.
AVENUE
Y - ,r - - - INV
-, �-' � -- �, - -- - - - - F
i <d .- r > r r = - _ t - -� - _STA 1Q+17.71 _--------- - - - - - - - �- - - - - - - -
STA 10+32.29 ! - r� r �< +� . =; %` -« -
�_
E.C. i ; ra 4 <_ C 3 1024 ` D 2 i - --- 2 SBT56'00'W 12.57' r
_ 1023.08 INV- ' ` \ _ aX I 1
.- - - - - AC\`, 24 1 RCP -S= CITRUS ,AVE=NUE= .
23' STA 11}+14.9
� ENQ PIPE E.C. � a � _
2019 10 ON SITE S.D. - ! ! '� I i s. =
- J / - a� .� - �, i 1031.92 INV
-I-- -------- - _ _ _ - -
10
NATE r_-STA
z !�� �.=----\--
N 3 - STA 10+48.2 s
SQE S I PRIVATE PPE C. 8
END/� f - F T i i L
S.D. 1 031.71 INV , I i i 4 _ F ��' z
I ;l I'L.p '
PRIVATE
I I 3 i ON SITE S.D.
a
4 STORM DRAIN t V*_'M N NOTFS
- I tO CONSRUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. PLAN NO. 340-2.
2 CONSTRUCT 24' R.C.P. BEDDING PER LAC.D.P.W. STD PLOW NO. 3080-2 CASE 3
SEE DETAIL ON SHEET 1, TRENCH REPAIR PER CITY OF FONTANA STD 1008.
CONSTRUCT 30" R.C.P. BEDDING PER LAC.D.P.W. STD PLAN NO. 3080-2 CASE 3
I' SEE DETAIL ON SHEET 1, TRENCH REPAIR PER CITY OF FONTANA STD 1008.
CONSTRUCT CONCRETE COLLAR PER S.P.P.W.C. STD. PLAN NO. 380-4.
- O CONSTRUCT CURB OPENING CATCH BASIN PER S.P.P.W.C. STD. PLAN
A D
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
NO. 300-3, V AND "W PER PLAN, WfiH LOCAL DEPRESSION PER S.P.P.W.C.
r STD. PLAN NO. 313-3 CASE "F".
T= O CONSTRUCT MONOLITHIC CONNECTION PER S.P.P.W.C. STD. PLAN NO. 308-2.
REMOVE EXISTING CMP RISER.
BRICK AND MORTAR END OF PIPE.
0 20 40 80 120
PROFILE SCALE:
HORIZ. - 1" = 40'
VERT. - 1" = 4'
STORM DRAIN CURVE DATA
INDEX
DELTA
w
N
coM L
+ N + W -
O _O, O ac),
A
O UZ'
22.50'
UZZ
.
O odi
C7'� OM
/a-W� FZO
N �i N W
�QI^A
dXP71
9.32'
U -)M
C
44 30'36"
22.50
9.21
CONST. 12.57 LF.
w
c�-io".. *
24" RCP (D-1750)
9.32'
17.67'
-10
1020
10:1-0
LATE AL 99 A2 LATERAL "A3" TERAL 99A499- JATERAL 29A5" LATE ' AL "B 6"
i
10+00 10+00 10+00 10+00 10+00
92 ' 1-1 _, 1 I
ui
-A z !I � � -
i X j S.D. 4
<.� 4 I
-. _ Q , - ¢ - PRIVATE
ON SITE S.D.
i I I - Q
- = 30" RCP / j" --24* , - _ y ^ 1. I \ --- - 4 T
Q .,, ii 5
BY HUITT ZotLARs I / �i BY Huirr ZOLLARS - -T- _ ." '= _y = 7
--:-----X = ---- :r---�---T?--- --,_-- x - - -- - -- -- x - x STA 10+12.541
s_ - - - - - - - _ - _ _ - - - - GIN - r%� - 1 I is+ i \- - a - 4
-. 6ti RCP - --� - _ ��= - - - - - _ STA 10+11.04 - - .
- - _ _ 4 023.81 IN Y \`
44 55 47"E 2.39 0 -- ��- -
_ _ - - _ - _ - _ :-�-� BEGIN PIP --
=; -
2 _ o $Y Hl�IT pLLARS ---�.•-�
N44 55
07"E -
4 RCP 5-0.201 1022.70 MV 2 _ ! _ / -�= 1--i 5 -- 5T
10+14.62 v' - 24 RCP 5=0.2214 -s _ �_� -` •. -
B.C. _-- _ - _ - p - N44 55'07"E 6.6T - _ _ STA 10+30.56 _' i4 =� ~ t _ _ _ ` j I i - ET+� Ir
ti=; ; - -103550 ITV - IX LATERAL -
019.51 INV - 3 - B.0 \ - =-. i _ " 4
w - _ - - -- - - - 30 RCP S=0.2087 - - - - - - - - - _ - - - - TO REMAINCO-
1027.80- - - - - - -
�- - -_.
AVENUE
Y - ,r - - - INV
-, �-' � -- �, - -- - - - - F
i <d .- r > r r = - _ t - -� - _STA 1Q+17.71 _--------- - - - - - - - �- - - - - - - -
STA 10+32.29 ! - r� r �< +� . =; %` -« -
�_
E.C. i ; ra 4 <_ C 3 1024 ` D 2 i - --- 2 SBT56'00'W 12.57' r
_ 1023.08 INV- ' ` \ _ aX I 1
.- - - - - AC\`, 24 1 RCP -S= CITRUS ,AVE=NUE= .
23' STA 11}+14.9
� ENQ PIPE E.C. � a � _
2019 10 ON SITE S.D. - ! ! '� I i s. =
- J / - a� .� - �, i 1031.92 INV
-I-- -------- - _ _ _ - -
10
NATE r_-STA
z !�� �.=----\--
N 3 - STA 10+48.2 s
SQE S I PRIVATE PPE C. 8
END/� f - F T i i L
S.D. 1 031.71 INV , I i i 4 _ F ��' z
I ;l I'L.p '
PRIVATE
I I 3 i ON SITE S.D.
a
4 STORM DRAIN t V*_'M N NOTFS
- I tO CONSRUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. PLAN NO. 340-2.
2 CONSTRUCT 24' R.C.P. BEDDING PER LAC.D.P.W. STD PLOW NO. 3080-2 CASE 3
SEE DETAIL ON SHEET 1, TRENCH REPAIR PER CITY OF FONTANA STD 1008.
CONSTRUCT 30" R.C.P. BEDDING PER LAC.D.P.W. STD PLAN NO. 3080-2 CASE 3
I' SEE DETAIL ON SHEET 1, TRENCH REPAIR PER CITY OF FONTANA STD 1008.
CONSTRUCT CONCRETE COLLAR PER S.P.P.W.C. STD. PLAN NO. 380-4.
- O CONSTRUCT CURB OPENING CATCH BASIN PER S.P.P.W.C. STD. PLAN
A D
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
NO. 300-3, V AND "W PER PLAN, WfiH LOCAL DEPRESSION PER S.P.P.W.C.
r STD. PLAN NO. 313-3 CASE "F".
T= O CONSTRUCT MONOLITHIC CONNECTION PER S.P.P.W.C. STD. PLAN NO. 308-2.
REMOVE EXISTING CMP RISER.
BRICK AND MORTAR END OF PIPE.
0 20 40 80 120
PROFILE SCALE:
HORIZ. - 1" = 40'
VERT. - 1" = 4'
STORM DRAIN CURVE DATA
INDEX
DELTA
RADIUS
TANGENT
LENGTH
A
44 30'46'
22.50'
9.21'
17.48'
B
4500'00"
22.50'
9.32'
17.67'
C
44 30'36"
22.50
9.21
17.48'
D
45'00'00"
22.50'
9.32'
17.67'
SCALE:1 =40
pdate: 3/8/16
a�\3.3�OU 339\33377\STORM DRNN\3377SD-PUB-02.dwg WDIAD# 8-36C3751-48 DR 15-08
SHOULD CONSTRUCTION OF THE REQUIRED OQitOFEZ/pl,� Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO ��� ST�Ey� Thi817 Engin8ering, /nc. STORM DRAIN IMPROVEMENT PLAN
YEARS OF THE DATE OF APPROVAL SHOWN HEREON ti 14349 RRESTON£ BOULEVARD DRAWN BY. SCALE
��1 �1 MRN14 90&V RH SEEFRIED FONTANA P.M.19659 ,� SHOWN
AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 56155 * CITRUS AVENUE do CATAWBA AVENUE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE J9 Exp. 12-31-16 °EWN° DATE
PLAN D PROFILE RH 10-26_2015
PLANS TO BRING THEM INTO CONFORMANCE WITH c/vj�' oQ` Date CHECKED BY:
p � DRAWING NO.:
DATE ENGR. 0TY DATE STANDARDS IN EFFECT. �F A�\� REINHARD STENZ L RCE NO. 56155 MR I �A 2 3 �• G 545 3 2