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CONSTRUCT CONC. PARAPET Sfi R/WST. R/W
TYR BOTH ENDS OF RCB d MOH CHIN
AIN LK FENCjf
'SEE DETAILS ON DRWG.,') (TYP. BOTH PARAPETS) � �'�R ME. If
(STA. 106+53.26) TOP OF PARAPET (ELEV. "5.00)
TOR OF WiN6WALLI (ELE'V "S.Sdi TOP OF PARAPET TOP OF 1MINGMIALLS (ELEV. 983.50)
(ELEV. 985.00) OP OF RAMPS
ELEV. !63.00
TOP OF A
ELEV. 963.00 TOP OF RAwIPB
TOP OF RAMP EXIST. TOP OF EAST i
I WEST LEVEES
MATCH MIT, �,� I STRUCTURE BACKFILLMATCH EXIST.
LEVEE ELEV. 9TS.50.
TOP Of CONC. ROCK N --
TOE WEST RAMP) ..• LEVEE ELEV. 980.00'
00 .... Am - iwilill I
EX P _ —
VME• L EVEE " '-
- - - " ` r r /4-14 'X 4' RCI CULVERT 1
r II I
•- - " /(SEE DETAILS ON DRWG �
EXIST. TOP o►r I P EDGE or , I
LEVEEAMP ELEV I INTERIOR
� EX. IST. FtOLINE ALONiEAST LEVEE l
978. SO ± (TOP CONIC. WALLS
IMPROVEMENT
MATCH EXIST EA ROCK) .,,,,,,.,.,... •-+-'"'
LEVEE ELEV. 976.001
I/.�•r / � � mow. � �► r � i � _ �
(TOE OF EAST LEVEE texn"D EXIST 4f RCP THlrU I PLACE STRUC ,.RAMP)� ...._-__.1400dW...�......_..........
CONCRETED ROCK SLOPE /� EXIST. BACKFILL WITHIN
I ROTECTION AS DIRECT ED Vr 4!1 CMPS 4-14' X 141 RCB �% / S STA. + 3.
CY THE ENGINEER I TO BE AS SHOWN AND * G.B. JOIN
Tm Of exist RN ( ! REMOVED IRECTED BY -"�� FL. 971.00_
REVETMENT EL. -71. ��
THE ENGINEER EXIST. CHANNEL FL.)
(TYPICAL BOTI•I SIDES)M
r"'' : TYP. )
PROFILE �EL•96T.00 , / S _ (TY') CONSTRUCT 4 DEEP
EXIST. FLOWLI"E ALONG GRADE 4211 RCP :1
IMPROVEMENT _ _ .. �- -- «FUEL lrYPJ ; CONCRETED ROCK
IMP ,. I6 I CUT-OFF WALL-TYP
A.II - TA + ' TO BE ST T+ .26
I EL. 966.30 G.B. RELOCAT (SEE LECTION A -A
FL. 968.30 GRD. BR K. THIS DRWG. FOR DETAI LS)
TA. t _ a• --- ELEV 963_514
d q . _ �toW INGIMALL FOOTING (TYR )
rL 965.00 G.B. I '
jdINNEXIST '(TYP.l ELEV. "1.25
,..:o,: CONSTRUCT 6" THICK T T
CHANNEL FL.)_ CONCRETE INVERT�-3'-1d FL. 964.50 RCS
4! DEEP CONCREM- _.r.- _ _ .� _ _ _ i INSTALL 6 XS - W3 X WS DEEP CUT-OFF WALLS
ROCK CUT-OFF WAL + MELDED WIRE FABRIC AS SHOWN AND DIRECTEb �A PROPOSED RELOCATION
IN INVERT (TYP) BY THE ENGINEER (TYP) SOF 16 FUEL, TO BE
(TYPICAL BOTH SIDE )_ EL 962 S
'
DONE BY OTHERS.
TOP OF PIPE
ELEV. 960
'MI►ATER, ^
LONGITUDINAL
CONSTRUCT 4! DEEP
CUT-OFF WALLS
TYP
✓,10'J'•ILL /d
,�f ner.�l'� C /t � Aow G .4'/GA' e"IA e,oW,or ��A'",r,e el
TOP OF PIPE ��v
r�
S E C t I O N
BOTH ENDS (SEE
DETAILS
CSL TZ0A&X cS'r0 �L./A� f/O e,4'X 0leere7 � a1'
CDL T,�./,4S' �'TO. /L,�,I' FID .TIS' �71ZeerEO �Y
ELEV. 95T. 00 !
ON DR WG. 5)
"
10 GAS, TOP OR
Y�YE
0
rh C.41d,Q
(PROTECT IN PLACE)
HORIZ11220
WERT.• I"s4
0.*_ ELEV. 955.00
( PROTECT IN PLACE)
CONSTRUCT CONCRETE
CONSTRUCT CONCRETE
WINGWALL, LE�IC�TW=X12"
WINGWALheLILNGTH : 47w'
I�EIGHT = 20=3 (SEE
HEIGHT = .- 3 ( SEE
DETAIL �1 DRMrB. ) FC4 RI
ST. 11/W
dr
F R
Ci) /�_ ..
RETAIL ON DRWG. 6
PLACE BACKFILL OVER CONCRETED ROCK
IN FRONT OF OUTLET STRUCTURE AS
DIRECTED SLY THE ENGR. (TYPICAL BOTH
SIDES)
TOP OF WEST
LEVEE RAMP _ 1
.. , EXIST. R &W REVETMENT
(TYPICAL BOTH SIDES)
5
Y Y v
am Am& mm wj &110 40b mm am dab Am
RAP + - I 1
MATCH WTD T"
OF - M 10�l� _- - 103 • �.'' .. _ _ _ mom on; `. — - ...
.7Z
M :�<'-;:<• a 103+82
EXIST. LEVEE DiW
;
; z Dew RAMP 57*0 MATCH WIDTH Of
_�<. • -601- ..._......`W �.. EXIST. LEVEE
WNm mo WMI omm a- duo -.mm am Ina
AD = CUT- WALL ATS b►j
EXI T. R&W RE ETMENT_A
DIR CT BY THE ENGR. �TYP. i \ I
Y
Bo�H SIDES)
r
Igo
v
i Ab%"am mooftaft ommoft aft #Am OWL 36 36
I I
O"Tft CTONr'CRE TE
OCK OUTLET STRUCTURE
__ _________ __ ___ _ ______ ____ 6' HIGH CHAIN LINK FENCE I GRADE EXIST. CHANN'El. TO
(SEE SECTION A -A ON THIS \ - ON TOP OF WINGWALL. TY'
MATCH ROCK INLET STRUCTURE
DRWG.) �'93
(SEE DETAILS ON DRW �) E_ AS DIRECTED BY THE ENGR.
• C NCRETED II�iOCK OYR FOR ROCK OUTLET
0 ..-- _... -.____-...,...___-......__.... CUT-UFF WALLRUCTURE)
- ` - - (TYP.')
T 107+95.96
` STA. LOT♦05.261
�► • � 8I11P'ROVEMENT I CONCRETED ROCK I N L�'T
+535 END 4-141 X 14 RCB • 1 " STRUCTURE' PROPOSED RELOCATION OF
NMPROVE i�. R _ .. _ r _ _ � r : _ N 0 32 55 E _ 11
• 1 "— 16 FUEL BY OTHERS
(N03255 E ) OW
I + ._ ^ CONSTRUCT TYP "B" DRAIN IN
STA, 100BEGIN 4-14 X 14 ! IS
CURB AS SHOWN —TOTAL 4
STN. 10S+25.L ( I EACH SIDE OF STREET (SEE CONSTRUCT
BEGIN CONCRETED I
RCB
_ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ - - -
I --- �----` -" `""" - -- -" - - " - - " DETAIL THIS DRWG.) CONCRETED ROCK
ROCK OUTLET INSTALL 60 Ll d CHAIN LINK I'
INLET STRUCTURE
STRUCTURE FENCE ON TOP OF PARAPET PER.
(SEE SECTION A -A THIS DRWG.)
CALTRANS STD. PLAN FII -52 (TYP. I I
PLACE CONCRETED ROCK I BOTH PARAPETS)AS "MRECTEtr Eff T14 AIIIIIIIIIII, dm MD/ dm
' \
ENGR. (SEE DETAILS THI 45
IDRWG.)
ob
EXIST 42" RCP
. R r h \ '• i
;EVETMENT�� ow
( PROTECT IN PLAIC PJW
\ I I
MATCH WIDTH
OF EXIST.116
LEVEE\ ; •:;,: .� ,` •'•�•�•,• \ I MATCH WIDTH OF
A* ,.;. " p EXIST. LEVEE
..• ...�., 105 ♦� •'•11••x''`• h• ��
E:I ,: o RA
........... �.,..... ... ..... ;- 105 + h 0—
W IN..400 ... ,�
10
REQ EXIST. ROCK SLOPE .�
PROTECTION AS REQUIRED FOR - 1 x h,
CONSTRUCTION ON WINGWALL
CONNECTION OF 4211 RCP THR'U E I (� - \ >� lIV.1'Ti/6L /6 �'JG.//�G� C�Tf /'L�,�" �.�►�T,�.1'.I's
WINGWALL AND iNEW CONCRETED
ON
(ROCK SLOPE PROTECTION X/�,�,.�,,I =), 13• P P .ill ooIr eDws w')
iwsr,�.1t /W *s9rs''411elie e"lw 1110010II /�Sr.ILL Df `'.rr6.� Com,//�I'L�Ir,�►� �f.�'t �D,e
f rWe,e III c,�ZT, ,#oS' Isro PL,�,v 0IFCD R / W Q FCD R / W CA&T,�D,vs sro .oL-ow civ � ,is v�.eEcrEo ay
WS�'ECTEA 10� TSE EA'e:4 EA'6..
CONSTRUCT CONCRETE -.� 33' ST. R/W CONSTRUCT CONCRETE
WINGWALL, VENGTM= 4T EXIST + WINGWALL, /LENGTH = 4t� t,/Lrtal�/'� sro AVZ�/A%��o
MEI GHT s 2 2 -3 (SEB : " 42� RCP I I HEIGHT s 20 - 3 ( SEE NO DATE REVISION CK -BY
DETAIL ON DRWG. 6
--- G" CURS M GUTTER OE TAIL ON DRWG. �1 Q 9/20/88 RAIL B WIRE PROTECTION
" 501 ` 501 TYP. (SEE DETAILS ON DRWG. �,)
CONNECT EXIST. 4� RCP STORM _ _ _ __ ____ 10/5/89 PARAPET FENCING
DRAIN TO CHANN[L THRU CONN.
WINGWALL. AND CONCRETED ROCK
LOPE PROTECTION (SEE WINGWALL.
ETAIL ON DRWG. JL)
REIM ME EXIST. RAW REVETMENT AS RE'Ql11RED PLAN
TO CONSTRUCT WINGWALL A REBRACE EXIST.
RBW REVETMENT DOWNSTREAM OF WINGWALL i"= 2O'
PER S,.B.C.F•C.D. STD. PLAT 163-8 AND AS DIRECTED!
IMPROVEMENT
W
J%p 09
o
4' DEEP OUTLET STRUCTURE
CUT-OFF WALL
ELEVATION OUTLET STRUCTURE �
(LOOKING UPSTREAM)
N.T.S.
CONSTRUCT TYPE V DRAIN IN
CURB FACE PER CALTRANS STD.
PLAN ST -5, DETAIL T-3
A.C. PAVEMENT
SOFFIT OF Net
VARIES
(SEE PLAN)
TOP OF RA
(MIN.)
TOP OF EAST
/_,,�LEVEE RAMP
AV .RA
REVETMENT
�971.00
PLACE CONCRETED ROCK IN FRONT
OF OUTLET STRUCTURE & ALONG
EXIST. RBkW REVETMENT WITH 4' DEEP
CUT-OFF WALL AS SHOWN AND AS
DIRECTED BY THE ENGR. (TYPICAL,
BOTH SIDES)
e CONCRETE CURB N MUTTER PER
CITY OF FONTANA STD DETAIL 101
TYPE. -IB!" DRAIN DETAIL
PLACE 114 -TON CLASS ROCK SLOPE
PROTECTION AS SHOWN USING
METHOD B PLACEMENT
VARIES
(SEE PLAN)
VARIES
(SEE PLAN N PROFILE)
THICKEN BACKIFACE OF S" CONCRETE
CURB AS SHOWN BETWEEN STREET
STA. 104+44 L 104+63 (TYPICAL
BOTH SIDES OF STREET)
L ENATH OF So DIA. STI . PIPE TO
BE DETERMINED IN THE FIELD •
AS DIRECTED BY THE ENGINEER
�. IMPROVE11NE111T'
VARIES
(SEE PLAN')
PROFILE GRADE
TOP dF RANI*
VARIES
(SEE SLAM
I*-
\ PLACE LreHT eLAw CONCRETE
e ROCK CUT-OFF MULL, AS
SECTION ASA SHOWN USING METH00 1
PLACEMENT
_ROCK INLET a OUTLET STRUCTURE DETAIL
�;s/
M._� r n �n irr► ^ n Ar A Ri t~ t 1 N