HomeMy WebLinkAbout2290-D T
-----------
_4-------
----------
_4
4
All L
6o O)=
-4-
20.17 c fs.
0 9. Q0 00) ------
J
A_- -- 4�
5 icf�.
c
30) 115 cfs.
—max.— [psi, ------
T
7
Max.
n7 ax.1
—651ps V M0.
6.17 fo'i S
V;
+
-4-
1 _j--------
_4
c
---- ------
7 __1
T
i-: Ld
i..j
T
to i
127�
12 75 275 1 i p
112 75
c
GO + +
+
04
C4
4Lmt=
r
__4----
_j
to
L ------
A
+
to
4_-----------
_j_
-----------
_T
_T_
........... ------ 4
-4-
...........
rjo
HGL(1 0
q
T_
0)
CIO_
-4 r CNI
-----------
100)
,...............!
HGL�i
t
�S=
6�
1265, 1265
j
NNI
r
J
j j
------------
_j
f -T-
T
r
lip
L _1
_4
............
..........
J
4-
j,
Cop
in
J
............................
A——
-Ji
4
--T
t C4
i -11-,-I- __11f-- ----,- , -4-
............
_.cd
C6
T, T
waft
_J,
wall
-mum i
+ -ftl
doom
awl
Uj
_J
255i 255
...........
f
1255
c4t
'4
Uj
T
0.10 1
+
wftft ......
�u 24" RCP (1-500-0)
134.98 LF.
74)
_T
_J --------
__- _1 1
02
Z-1
to
c
c,
------ CO
+
(0
+ C4
+
v -T' I
...........
T-
---—-------
r
U.
T-
jN
... .......
EX. "30" RC0, -------
2�3.9,4 LF. .30" RCP (2000-0) .1---1--- 4--_-------- -T
46 --------
PROFILE
PER CITY 6f, ' ' C, GA
A -----------L__—L
AMON
SCALE: HORIZ. 1
40'
2W RCP (1506—D) 01B_�
TIES—' —2001
L 1 1 1 -
.......... --------- COMMUN17*1-FACILI DISTRICT
-4...- A V
VERT. 4'
�L, '_E[
.................
LfN A
4_
T
t
J
4+00 3+00 2+00 1 +00 0+00 5+00 4+00 3+00 2+00 1 +00
26 X
50
25
\NL
X
X
53
X
f �f_ - v— z 1--: 7
/0 6
x 4 8 9 10
X
U
%J1 'A' \, N" %%I I --., I — 26
X�
+
—————- C-4 tt EZ
m
Q
.000
cd 64 a: to (S
00l-
%_1 (n CN A,
+ LINE "B"
V_ 24 SD
< +
A
_j
SEE PROFILE HEREON
Arlo
27
i-
N C
A. CIL IN T.
A X
_F_V%I 2:FOO 1+00.00 LINE OB
a 12' WDE EASEMENT TO CITY 3T-U. t..D
b
OF RANCHO CUCAMONGA 300 RCP PER ol =3+34.59 LINE "A
UNITY FACILJJ N79 26 3 25)1 w
5 FOR STORM DRAIN PURPOSES CO*
6 SS INO TT/
01-018 N"AM DR n5i -4A_QC.
DISIT 20 Nk. j N 5
,000- 30 zo 27
N4.5-2425"W 14-5.98' 1+02.42 B.0
0.
N v
P41 N
40 X,
X
Z_
9%, .30w 5D stop
LINE "A \\ Ili v—-m cd
cd r/1 '> a C;V)
SEE PROFILE HEREON % C& Go UNE "A" 301,
cd
10
o CL �E SEE AT LEFT HEREON
lui GO LINE B
+
+ Ln LU Pr)
rn LLJ r.
28 +
Iwo w— + 03 53
Wx
CL
d 28
:z:.tn
30 29
2
55 N x\
ol L I N E "All 50
or
57
29
x\
l000l. 11 \ \
V,
X\
of X\
30
N
31 CITY OF RANCHO CUCAMONGA
00.00+1+++
STORM DRAIN IMPROVEMENTS - PLAN AND PROFILE
CONSTRUC77ON NOTES:
Z. MA i*-k- LINE "All & LINE "B"
CONSTRUCT 18R RCP STORM DPAIN ( 'Er LCIAO PER PRORLE)
N0.46026
CURVE DATA CONSTRUCT 24! RCP STORM DRAJN Rif LOAD PER PROFILE) GRAPHIC SCALE: 1" 40,
0 DELTA R4DIUS LENGTH TANGENT v\V... TRACT No. 18449 .
@ CONSTRUCT JO" RCP STORY DR41N V LOAD PER PROFILE) - 9
I 0XJ0'26" 608.00" J7.22' 18.61' c APPROVED BY DATE*. V_ca2
5X 14'22" 45.00" 41.81 0 22.55 4 PLAN) 0 20 40 80 CITY ENGINEER RCE No.53672
2 CONSTRUCT CURB OPLWING CATCH hASIN PEf? CITY STD. PLAN 300 (W AS SHOWN Ot
15000pol n 45.00" 11.78" 5.92' CONSTRUCT AMNHOLE NO. I PER CITY STD. PLAN 318 CffY OF RANCHO CUCAMONGA DESIGN PLANS-PREPARED BY- RE WDED
4 1 22648'57" 45.00 1Z92' 9.08" PACIFIC COAST CIVIL, INC.
608.00' 58.05' 1 29.05' CONSTRUCT CONCRETE COLLAR PEI? CITY STD. PLAN 329 30141 Agoura Road, Suits 200
5 05'28'15'v DRAWN z Agoura Hills. CA 9`1301 SHEEf
ELEVATION : 1297.297 PH: (818) 865-41613
REMOVE DUMG CMP RISER
FAX (BIB) NS-4198
24' EAST OF CL ETIWANDA AVENUE
6 OF 8
REMOVE BRICK AND MORTM SEAL AND 40' NORTH OF CL BASELINE D UNDER THE DIREC-nON OF:
BRASS BENCH DISC IN TOP OF NE END DRAWING NO.
DATE CHY I X42,1�4"t ((—z z—2 0 to
DESCRIPTION OF REVISION AppRM OF 4 x 2' CONCRETE BOX CULVERT ___1`
SIEJO(HUAT NG R.C.E. 46026 DATE jump&.910. b
-F1 `11
71cl
4
..........
_J_
J
T
4-
.00)
�o(i 6p)
1 Q( 6.3 c/s.1 I =�.5 61s.
r -6-10 V, n
-100 00)=1*0_'cfs. nax. J. lox
fps
4 -6—
Mak
-4. fps--
1280
. 1280 11275
i C
12
Ed
CNI
CO
t
-------------
+
C4
_T
00
+N
—J N ------
----------
C4
+ cN
L
-HdL-(100) t
4
S=O.00,51
05
2� 70, ' 6
1270
HQQ1Q0
�p 4
Jr, --------------
.........+
- --------------
_j
IN
0
1255
:126' 1255 N
PI)
04 C'4 10)LrJ U.)
CN
to 1
...........
4
ui
to to
+
+
+04 + N + C-4 +cq +
+ ......
L.F.- 12.26-
------------- 28.`J1'F
+
00—
Rcp 15
........... -----------4........ --- ---
cp__
-181-R
-1W RdP- 00 D)-.
(1 50OLzD)
(1500—P) ------
-----------
........... ......
PROFILE
4----------
----------------
-T
Al 101 1 1 A 'T I
SCALE: HORIZ. 1 20'
L'A
VERT. 1 29
4
1 +50 1 +00 1 +50 1 +50 1 +00 1 +50
CITY OF RANCHO CUCAMONGA
STORM DRAIN IMPROVEMENTS - PLAN AND PROFILE
\NUA****- LATERALS "Al & A211
NO.46026 LATERALS "B1 & B211
TRACT No. 18449
APPROVED BY DATE:CITY ENGINEER
RCE No.53672
DESIGN PL RED BY: RECOMMEXDED
CffY OF RANCHO CUCAMONGA
fPACIFIC COAST CIVIL, INC.
30141 Agoura Road, Suite 200
BENCHMARK NUMBER 163B Agoura HIIIs6 CA 91301
DRAWN SHEET
ELEVATION 1297.297 PH: (816) 865-4168
(SIB) NS-4198
FAX
24' EAST OF CL ETIWANDA AVENUE 7 OF 8
AND 40' NORTH OF CL BASELINE PLA E DIRECTION OF:
13HASS BENCH DISC IN TOP OF NE END DRAWING NO.
CRY It-ZZ-2010
DESCRIPTION OF REVISION DATE PPRM OF 4' x 2' CONCRETE BOX CULVERT S10 HUAT NG R.C.E. 46026 DATE
N,
&