HomeMy WebLinkAbout1451C-3T
IV
q,. o'
V *' S 13AIZ 5 ,aT
ro" D. C.
N
ADD S 13A K W OOP-✓-
,ADD �S C'A K WDOP* XZoXAMOUND PIPE
X )'�< AROUND PIPE * 5 C3AFt h AT (T OTA L Z)
(TOTAL Z) 1Z11 O.C.
I I �
I
I I I I
I
FORM IIVTEraRAL
I I FILLET TO I I 1?EE PLANS
MATCH I.D. OF PIPE I FDR 5TA. AND
FLOWLINE
IZ"
IZ"
IT BAX ti AT
►Z'• 'o. C.
gECTION A
N. 7 6.
IMPROVEMENT
$''S' OARS AT IL" O.C.
*JF BARS AT ro" O.C. —
�C
INOTrO►LL MANWOLE FrAAME
AND COVER Ntrrrr !o
I
IN,0TALL ECCENTRIC MANHOLE
SW Ac FT SEE NcrTE !o
#5' SA95 AT IV O.C.
ce (TYP BDTW WALLg)
3 CLR. I I N gTA L L DXO PST E P5
Ad
NoTal to
TYP) ---
S'• D"
24" QS R GP I Z 4" 10 RGP
I I I I
FLOVY I ' FLpW
ADD #5• BAR MOO
I Z" X>< --::::x AROUND PIPE ADD #5' 13AGR HOOP
(TOTAL 1)
XK=�XAROUND PIPE
#5' OARS AT (TDTA► L I)
� Iz•• ac.
SECTION B --B
IZ•e 5"O IZ"
IV
ADD 45 SAIZ 140OPS
X X=><AROUND PIPE
(TOTA L Z)
ADD -4-T 13AIZ. POOPS L
Xao<AROUNO PIPE
• FA L C)
5,0"
/ I
r
I 3" R
(TYP)
�, IMPROV6IYIENT
i
. I
I
# 5 l3AR•45 AT 17110.0.
S ECTION 4 -C
N. T. 5,
IZ" 4'-0
IZ"
LATERAL, IF RE0(31R•ED Or PLAAJg
(TYPICAL)
# S OAR 5 AT I Z" D. C.
ADD #S /3ALZ 11400P4
Xx---=XARDUAID PIPE
(TOTA L Z)
I 11>EE PLANS FDR
I I PIPE BILE AND
TYPE
I I
2-o I I
I FLOW
I
I
"',,ADD 145' awz I -I DO Ph
X/<__:�x AROUIUD PIPE
(TOTAL 2)
IZ"
*'5 13AR5 AT do" 0. C.
*`S 13AFt6 AT at, D.G.
A y I M PROVEN
�5 B,ARh X A►' -O"
( TOTAL 4)
r7L n N
/V. T. 5.
VA bLI P -S A,9* TD 90 °
TOP FACE X EI N PORGI NG OF
TDP SLAB *HOWIU (BOTTOM
FACE REIN FOR CI Ilya *IM I LAR)
woo�A&4,1
WN
7n
ty"CLR. (TY. )
IV 4'-O"
a
�TD�IV� D�,CL1N GL�'�►ILI DCCT
S. P. 2) 7 /V1 OD) FIC -D
N07' TD .-5C.AL l:
N DTES
I. 45T07 -M DRAIN CLEANOUT 5144LL 5E
CONSTRUCTED OF GLASS
C0NC RETE -FC = 3000 F'S. 1.
Z. CLEA9ANCE PIZOM I.D. OF PIPE TO
CLE6.NOUT WALL SW.ALL 13E 44" /VAIN.
3. SEE' PL.AN FOR MAN NOL E TOP
EL EVO►TI O N
4. 6,LL REINFORCEMENT CA96 SUALL BE
INTE) M.EDI ATE 6-1RADE -rs -00,000 P5. 1.
AND SHALL BE DEFORMED ,UC -
M R DIN& TO ASTM A 50j5-4567
5. SEE 5TANDAW-D STREET SECT 1011
TD AID IN I L-ACEMENT OF LATER IA L 5
SD A5 TO CCIFAV- OTWER PF-DPDSIE'D
UTI L) T I E� (I. E. WATGF: AND SEW EX )
ro. role 410F,45�:
S. B . CO. Brass Disk 13-1
4.5 miles west along S.P. R. R. from Sierra
Avenue Overcrossing 8 0.5 miles east of
Etiwanda Overcrossing, Headwall for Bay of 5
large CMP over Etiwanda Wash.
Elevation 993.449 ft.
Equation: Add 0.26 ft. to plan elevation to
obtain benchmark datum.
EXISTING TOP OF *13ASIN
ELEVATION 935 t
EYISTING
4:1 SLOPED'
SECTION A~A
i�
LL
fl.
1 � ,
1 H PIPE INV. PEA PLANS
EYISTING TOE
SES. F�AN FOje
'06;F00I -EXISTING JUaUpA BASIN
G -G Q 130TTON ELEV.
— TE I"1 PORAaY
DOWELS SPLASH PAD
SLOPE
19 AU013LE �
Q
BANK PIZOTECTION SEE PLAN 14=0r4j�l
FUTURE JURUPA 13ASIN
130TTON EL EV
FUTURE TOE
a
o°
�12N
i
re�
GROUTED SLOPE PROTECTION SPLASH PAD
oil
d
MODIFIED SAN BERNARDINO COUNTY FLOOD CONTROL
&3��N
DISTRICT STANDARD PLAT SP 183-A
10�
1 . V. = 0. D. of pipe, pipe size per plan
2. W for dual pipe installation W=10'+2V
W for single pipe installation W=10'+V
3. Concrete Shall be Class B "
O
O
4. Temporary Splash Pad
After construction of main grouted -slope protector -
0
splash -pad. Excavation shall be brought to the
t
grade of the existing basin bottom. Temporary
0
I
splash pad shall be constructed at this grade and
1
dowelled into main grouted slope protector. Dowels
to be .place at 12" 0. C. #4, 24" long
y' SDN
5. Install T Type "C" Headwall per Caltran's Standard
L---------
4,1 ,0 ®w
-------
V
D-90.
I I ti E� TO C �"rF.I
— — — — — -l- — — 1 l • D pEpl►z1�fi l on>i Qj
'000 A
I II I
� I
I
1 �I
-------1 _ A
l \
I I O
L_
12 NOMINAL VOCKS IN
CLASS %%13" CONCRETE
FOP SPI -ASN PAD
PLAN
1/Jj1 AI/1MI11A1 H/1/�II
SECTION B B
S�
IID I \\, „ �A
o. n
CUT 0"
L= 2d+V
L-640TH 41a -rI ' G'
W-0a4MoL cot, T0*I6 s,b
A v A
0. D.
oil
d
X
&3��N
10�
I
N
1
y' SDN
L---------
4,1 ,0 ®w
-------
V
0. D.
t. n.
d
X
&3��N
10�
QROF�ss�oN `�\
No.27674
•k Exp.
�DAID NO. 522
150 FOF cA��F�
O. D REVISION WM.
krueper engineering CITY OF FON TAN A
& associates
civil engineering • land surveying PUBLIC WOR KS DEPARTMENT
568 north mountain view, suite 230
san bernardino, california 92401 DESIGN BY M UI.BEKRY AV15NU6. SCALE
884-2159 /IcL//J e 1GZ-5r40R7M APP)QIN PLAN N07- r05CAZZ
DRAWN BY PEIAIL 6HEE r DATE
Z
7/6/;06 FJ.P. jAt�0 o STOOC-t o1•t 9ASEs I and 2 8-31-88 FM
CHECKED BY APPROVED BY00- DWG. NO.
FRED J. BABBITT R.C.E. 27674 DATE CITY ENGINEER R.C.E. 18932.