HomeMy WebLinkAbout1595-D 1500 �, ADD'D'Bars @12. O.G. �—
N DO
_►I cv =_ 6 � ,
each face (Min.4 Total)
o 0
v0 6 EXIST. OUND AT in o ': .t-
n PIPE CE TERLINE o
o
o o z
M
d
LO
� + o ADD'IC"Bars (Typical both sides
+ of R.C.P.) 2 Bars each faco J
1495 3 3 + r'i�o of SED F.S. AT _
rn (Total 4)
PIPE CENTERLINE
ADD'4 Bar hoop x
� I
(�taH2)p each face
�� 1 TY p.)
1490 !,Ides
-
z ADDV Bars (Typical both sld 3' 0°
S —0.005 1 ��
of 2 Bars each s ( yp)
, 7 w AE . _ (Tot a ll 4))
l face T
A
NO SCALE
lu
1485
s= .01 _ _ „0.,
Z
A 5
z..j _. _ __ e
A A
coo Q 6
00O M i
w — shown nplan
�� + o 20' EASEMENT P�A- fit. Imp Sta.s o o
_ , ;(,.
NO SCALE
�' 1 CHANNEL NOTES:
0> 15' 1. Unless Otherwise Noted On The Plans;
69 1 "A'="5 Bar Hoop C"="6 Bars
••B"="6 Bars "D"=»5 Bars
*
H.G.L.. PER BERYL--HELLMAN ST RM
* DRAIN DWG NO. 871 DATED 3/16/84 2. Unless Otherwise Noted On The Plans;
CITY OF RANCHO CUCAMONGA 'j0" =60' For Pipes 30"and Smaller
4 "0"=450 For Pipes Larger Than 30" But Smaller Than 54"
EXIST. 1 x6' "�!` =30° For Pipes 54"and Larger
1470 RECTANG LAR
CONC. CANNEL
Sf =0.0203 �6� SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
REVISION# DWN. ter Ari
O 1 1465 C.S. II-3-e0
STANDARD R.C.P. CONNECTION
0100=16.13 CFS 0100=32.27 CFS � SCALE: B.M. ELEV. 1464.854
2470 R.C.P. 2000D 24"0 R.C.P. 2 OOD — 214.14 LF HORIZ. 1��=40' (VERTICAL WALL CHANNEL) S.P 220 CONCRETE NAIL IN CHIZ "d'
62.82 EAST CURB RETURN, NEC
L VERT. 1 = 4' CIELITO ST. AND BERYL ST.
10+00 11 +00 12+00 13+00
C.I. GRATE
QF,
PIPE C.L. 2X MIN__ f_ 2% MIN.
CURVE DATA
L=1552'22"
R=155.00' E BROOKSQ "' CONSTRUCTION NOTES
Z L=27 70' SWP�- CONC. BODY �Q��'
1 G�NG'P1AN O CONSTRUCT 24" RCP STORM DRAIN (2000D)
rnI 13 No �,Y , 3, W\bG Pp\N Sf ECIAL NOTE 3" CONC. BEDDING
1 5>PEGIAI- „ PEFt �A,0 PRIVATE DRAIN AND P11'C O2 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300, W=11'.
aD f SE Qf N _�._.- �RPC� 42 BC N07 MAINTAINED BY CITY. 2
x o No h1k3Nt;,\. SSP O CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307.
935 S 1 n 6 o a CNPN 12" PVC SDR 35
ST. STATION S m z o z RP`G, R� DRAIN PIPE O CONNECT PIPE TO CHANNEL WALL PER S.B.C.F.C.D. STD. PLAN 220.
3 2 15+92.16 C.B. 15+82 6 o o w o ',�a ��P`
W=1 1 ', H=10.23' 1 "� ~ w a- ��,z o 1 $Ov SEE DETAIL THIS SHEET.
EC `o +o N z a 0 S O CONSTRUCT JUNCTION STRUCTURE No. 4, CASE 2 PER CITY STD. PLAN 333.
o �, 1,8
)6 o o �/L` w o M O6 CONSTRUCT BROOKS DRAIN No. 2424 BOX (24"x24") WITH PARKWAY GRATE,
/ 1 " A� 3 ~ "� 0 0 3pU N BROOKS DRAIN PRIVATE -NOT MAINTAINED BY CITY.
14 4.4 TC �o/ iV O x o co F- + N.T.S. O7 CONSTRUCT 12 DIA. PVC SDR 35 DRAIN PIPE, PRIVATE - NOT MAINTAINED BY
"0 — —8 W— 493.44 FL J A p B
MIGNONETTE ST. sr ± a 1 �OkNNE� SSP
� S �5�Srgr/o
o °° N W, 56.68 N _ G
C.E. .---- --
M
o + ~� E—w 12' WIDE STORM DRAIN
s
'�r-oo $o BERYL—HELLMAN STORM DRAIN EASEMENT
S'- N ;CIO� PER DWG NO. 871 DATED 3/16/84 LOT LINE SURFACE DRAINAGE, NOT
1o' 5' s 15 ±�� Q ± �� CITY OF RANCHO CUCAMONGA MAINTAINED BY CITY.
10' ??�- 6 � m 6 LOT 14
0
LOT 15
o Ce i QS
+a� aFv _ t QP Qtc,Q' QP
18
17
N
_ CITY F RANCHO CUCAMONGA
C O C O C C ONG
PIPE C.L.
U
CURVE DATA
,L=35'17'40" PLAN AND PROFILE
R=22.50'
L=13.86'
24" RCP STORM DRAIN IPROVEMENTS
TRACT 14410
GRAPHIC SCALE +
40 o zo 40 so QR�R APPROVED BY DAT /
CITY ENGINE E 4/ ' RCE �o. 24953
SDE M•O
(
IN FEET SECTION A-A ��Q� �� DESIGN PREPARED U�ER THE SUPERVISION OF: RECOMMENDED
I inch = 40 ftn SD CONSULTANTS. � 3�I91g7
NO. 34559 12377 Lewis Street 01
'f Exp.9 30 99 DRAWN Garden Grove CA 922
Phe (7t4) 54018845 SHEET
DMSF.on (714] 740-6842
clvn. �
HN 6 6
! OF
4F CA\-\FAQ CHECKED 3 DRAWING NO.
SUREE R NDM. DEW
QTY RCE 34559 EXP. 9/30/9 DATE- 11595_