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TDP FACE REIN FORGI NG OF
TOP SLAB SNOWIu (aorroM
FACE (ZEIN FOR CI IUa !WM I LAR )
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G0Ne:7TRUGTED OF GL M_7 S
CDNC F,ET E -FC = 3000 P� 1.
Z. CLEA9.6MCE FROM I.D. OF PIPE TO
CLE&NOUT WALL 5W► OLL N3E 4•' MIN.
3. 15G9 PLL N FOX 11 AN NOL E TOP
EL EV.6TI O N
4. ALL 7-EINFOXCFMENT CMOS SMALL BE
INTE9MEDI ATE &RADE -'s-Z1D,0D0 P5. 1.
AND SPALL BE DEFDV-MED AC --
CO V - DI NCa TO ASTM A 5055-567
5. SEE 5TANDAV-D STJZEET SECT 10N
TO AID IN -PLACEMENT OF LATEX lA L Cb
SO. ,Q5 TO CLEAN OTWEX PXOPOSED
UT) L 1 T 1 E'er (I. E. WATGP: ,AND SEWEV-)
FVIZ j0F0SZM^-rj014J *E050
M-TAtL. 4*i46VT �SP
U
EXISTING TOP 41= BASIN
ELEVATION 935 t
EXISTING
4:1 SLOPE
SECTION A~A
i�
LL
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1 I
H 4 PIPE INV. PEA PLANS
�jEE SEGTIuf\1 C• C- EXISTING TOE
SEE PLAN FOje
-EXISTING JUIXUPA BASIN
130TTON ELEV.
TE I" 1 POAAGZY
DOWELS SPLASH PAD
4:1 SLOPE
12AUDDLE
BANK PROTECTION GjEE PLA/V �=OA�'
I FUTURE JUAUPA 13ASIN
130TTON ELEV.
FUTUME TOE
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121 NONINAL VOCKS IN
\ CLASS %%13" CONC12ETE
FOR SPI_ASP PAD
PLAN
/V. -, S.
1/111 AI~-AtaiA. Hnn1i
SECTION B ~ 6
GRO11TED`SLOPE PROTECTION,•SPLASH' PAD
MODIFIED SAN BERNARDINO COUNTY FLOOD CONTROL
DISTRICT STANDARD PLAT SP 183-A
1. V = O. 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
4. Temporary Splash Pad
After constr,wction pf main grouted slope protector -
splash -pad. Excavation shall be brought to the.
grade of the ,existing basin bottom.., Temporary
splash pad shall be constructed at this grade and.
dowelled into main grouted slope protector. Dowels
to be place at 12" O. C. #4, 24" long
5. Install Type "C" Headwall per Caltran's Standard
D-90.
pr-tc cam. i1�PnK STi�. v- �o
H + 4
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uryV449'����'
No. 27674
�( Exp _3 -31.90
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uryV449'����'
No. 27674
�( Exp _3 -31.90
C/k/It O �Q
OF CA1.�F
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