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SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
PLANS FOR CONSTRUCTION ON
INDEX OF SHEETS
CARBON CANYON CHANNEL
CONCRETED -ROCK SLOPE PROTECTION
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CARBON CANYONI RD.
PROJECT LOCATION MAP
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TITLE SHEET
DRWG. I PLAN & PROFILE
SPECIAL CHAIN LINK
DRWG. I FENCE DETAIL
SHEETS 1-3 X - SECTIONS
APPROVED BY
LOOD • CONTROL ENGINEER RCE 2305 SATE
P,
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.. . ...........
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. ....... - ------ ........ ... .. TOP OF NORTH 4 SOUTH LEVEES S_
............
...... ....
N
-660 f CONCRETED ROCK SLOPE
e
I 1 7 .11 . c_> ..............
>
PROTECTION
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S TA. 30--00 T TOP.
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E Y 15 T I N IS CONCRETEDr� E� -7-
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IL x, zp�_7
-PE PRO T E CTIT _jk:
ROCK .9LO ....... ...... . .. p
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...E.)(ISTiNG. ROADWAY
EL. AS 2`7 (NOR] _z,
. . . ... ........... ....... .... ..... . .... TO
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1�� ft-KACE)
Nes LEVEE 4 CONCRETED
..... ....... ........ .....
P OF NORTH
. ... ...... :7
. .... .. ...
ZI ROCK SLOPE PROTECTION
T 0 P OF EXISTINS SOUTH L EVEE N wo,
. ..... ISTA. 40 00± I*
. .. . .. ............ �i 7,
EYI S TING,: CONEWE-TTEG, ... ...........
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-OF EYISTING p
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....... P ROCK SW
...... ......
:=:J, NORTH LEVEE PY;N LtVttl�
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F7 1 .4
T . ... ...... (iR-OU ND . .....
36"RCP 51DE IAJLE*i�
316 RCP SIDE INLET PROFILE SRADE
All— Q I thilz — 1 . , -
EY7E SION
Tnp OF EYISTING NORTH LEVEE I I - \_", -.6
........ . .
..... ...... . . .. ...... 1.1 r-.:IV Zrij
.. . . .......
.......... ... . . ....
FLOWLINE
-7 . ...... . ..........
�STA. 30+DD, MEET TOP OF
.71-StIRVEY LINE
-65, .......... .
. .. . . .........
.. .. ........... ...... ............. ------
L X PROElL.-E�-ii: F I L+ ...... A0E 3r
ISTINIG CONCRETED PRO
RCIFILE GRADE
.. . ... ........ . ......... . -
. ...... ..... . ......
.--:--ROCK SLOPE PROTECTION ------
.. .........
1EE) — - - --------- s
. ..... . M, 65 2.0 (50-UTH LE\ 3r 3T -77-7 ................ ...
<
............ .. . ..........
.. ..........
... ......... . ... ... .... ......
FYI-ST 2419"I'Ma. PROFILE GRADE ........... .. 4l.._-.:-�::-:j-:-i::#::lHl . . . . . . . ........................
........... EL
FtNISHED CHANN
. ........... (PROTECT IN PLAC �A
.......... . . ....... ... . ........
> . ..... (TYPICAL) . ....... . .............
. ...... INVERT
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41±
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. ......... .......... . it . . ......
JI.-YHED CHANNEL _D I
. ...... . .... ... ... ... .. ... ... .... . COAtCRE . .....
......... . ........ . . ..... . ... ... (TYR) ... ....... I- ......
ROCK
-DM CONTROL .. ..........
SOTT r
INVERT fTYFtCAL)
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0i �RE TE D RG, M-= . .... . ..
.. ......... ..... .... . ..... ... ..... .RE T E 0 - ROCK
..... .......... . . ... .........
............ - - ----- . ..... ... ... . . .... .. . ..........
P�M, - CON TR OL -i - .. .. ... . ...........
CONTOL-
. . ....... . ...
MIN6 CONCRETED ROCK
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'T STRUCTURE WIT14
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SALE:H
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37+00 38+00 39+00 40+00
30+00 31+00 32+00 33+00 34+00 35+00 36+00
EXISTING CONCRETE BLOCK—,
WALL (PROTECT IN PLACE)
INSTALL 630t L.F. OF 6'HIGH CHAIN PLACE CDNCRETED ROCK SLOPE
LINK FENCE PER SPECIAL DRW6.1 PROTECTIDN AROUND 36j' RCP
AND AS DIRECTED BY THE ENGR. AS DIRECTED BY THE ENIGR.
INSTALL 24 L.F. OF 36"RCP It
(135DD) AS SHDWN AND AS INSTALL 12 L.F OF 36 Rcp 0�35DD)
C'Ljn\A/Kl Ahlr) c� ma;:_rTFr) BY
CONSTRUCT 10001 L.F OF CONCRETED CONSTRUCT CoOD± L.F. OF LEVEE IME.LILLJ 01 lvir_ L_ Ur,%. Im li
SEE PROFILE ABOVE FDR THE ENGINEER �SEE_ PROFILE
ROCK SLOPE PROTECTION AS SHDWN EMBANKMENT AS SHOWN AND CONNECT NEW CHAIN LINK EYISTING LANDSCAPED SLOPE
$AS DIRECTED BY THE ENGINEER AS DIRECTED BY THE ENGINEER ADDITIONAL DETAILS) FENCE TO EXISTING FENCE ABOVE FOR ADDITIONAL DETAILS) (PROTECT IN PLACE)
3TA. 3D+OD TO STA. 40+001 5TA. 30,,00 TD STA. 36tOO
(SEE TYPIGAL CHANNEL 3ECTION.5 ON (SEE TYPICAL CHANNEL SECTION PLACE CONCRETED ROCK AS DIRECTED BY THE ENGR.
DIV THIS DRWG.) 3: EXISTING :3,6"RCP DRAIN
TH 13 DRWG.) SLOPE PROTECTION AROUND I (PRDTECT IN PLACE) EXISTINS CHAIN LINK FENCE
INSTALL 20'DBL. DRIVE 9ATE 36" RCP AS DIRECTED BY EYISTING �361 RCP DRAIN ft� /� (PROTEGT IN PLACE)
PER SPECIAL DRVVG. I AND TEMPORARY RIGHT OF ENTRY THE ENiSINEER (PROTECT IN PLACE) 0
AS DIRECTED BY THE ENC.R.
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L�n 1 7/77/7 1 rl,9. iX-1 ---I —I — --
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F G D R/W
CHAN. SLOPE
—7— x N. SLOPE CHAN. 3 LOPE
E PT. T. I OP OF SDUTH LEVEE AVGLE PT.
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TRANSITION 0 TOP OF SOUTH LEVEE CHAN. SLOPE 0 0
Lo 0 Q�
ANIGSLE PT 0 C) IT, I
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ry) D e) n loon J 0,00
0 0 ------
0- _0 3-7+00 38+00
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r -1 3 5 t 00 36+00 1 c\j
LINE �31 + 0 �0 FLOW
8D� '11' �4O+OD+
INE I
SU VE L Oobpc� L J u-
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34 40D I-slo, s
0,00 coo
0
0,0
32+00 FLOW 3 +
ls� 31 _+O�
0 TOP OF NDRTH LEVEE
T
EXISTING 2 4 X I I R C B _-' 15 VEE
(PRDTECT IN PLACE) L� 1— 0 TOP OF NORTH L ljq FC D RIW -5 0'
> �TRAN51TIDN
y
LLJ X_ — — — _x_
:�t — CONC.R0CK INLET FCD RIW CONNECT NEW CHAIN LINK FENCE EXISTING CHAIN LINK FENCE EYISTING CONCRETED RQCK
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Lu STRUCTURE (PROTECT IN PLACE) CONSTRUCT 4'DEEP CONCRETED -ROCK CONSTRUCT 6ODi L.F. OF LEVEE TO EYISTINig FENCE A5 DIRECTED (PRDTECT IN PLACE) SLOPE PRDTECTED CHANNEL
[L BOTTOM CONTROL AT 3TATIDIVS 32+00, EMBANKMENT AS 5HOWNAND BY THE ENGINEER (PROTECT IN PLACE)
INSTALL P-D'OBL. DRIVE GATE 34+00,,36+OD t 38+00 AS SHOWN A5 DIRECTED BY THE ENGINEER
PER SPECIAL DRWG. I AND AS �STA. 3D+00 TO STA. 36+00 (SEE
DIRECTED BY THE ENGR. INSTALL 6100! L.F OF 6'HIGH CHAIN TYPICAL CHANNEL SECTIDN ON EXISTING CHAIN LINK FENCE
w LINK FENCE PER SPECIAL DRWiS. I THIS DRWG.) (PROTECT /N PLACE)
AND AS DIRECTED BYTHE ENSR.
I ED
FCD R/w VARIES VARIES
SURVEY LINE
20 TOP OF SOUTH 20 I —TOP OF NORTH LEVEE
T R.E. LEVEE ZI
I 6"HIGH CHAIN _io_ 15 0 6 HIGH CHAIN LINK
LINK FENCE VAR. VAR. FENCE
NATURAL GROUND
TM e,\
LEVEE EXCAVATtDN LEVEE EMBANKMENT
CONCRETED -ROCI� SLOPE
1:1 M� PROTECTION �1_16HT CLASS
(TYP) ROCiK , METHO 3 PLACEMENT,
CHANNEL EXCAVAT)DN 10"CONCRETE PENETRATION,
CONCRETED-ROC,K BOTTOM CONTROL TYPICAL BOTH 31DES)
(L)SHT CLASS ROCK) TOTAL CONCRETE
PENETRATION) TYPIC.AL CHANNEL SECTION,
STA. 30 +00 TO STA. 36+ 00)
I"= 201
FED R1W VARIES VARIES FCD RIW
A —SURVEY LINE
TOP OF SDUTM LEVEE TOP OF NORTH
EXISTING LANDSCAPED LEVEE
SLOPE _?O'f VAR. 5's
(PROTECT IN/ PLACE) VA R. _1� REVISIONS SAN BERNARDINO COUNTY
NATURAL GROUND MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT
SAN ANTONIO CREEK SYSTEM
(TYP)
CHANNEL EXCAVATIDIV
LEVEE EMBANKMENT
CONCRETED -ROCK SLOPE 1:1 1.5:1
I PROFILE CARBON CANYON CHANNEL
PLAN PROTECTION (LIGHT CLAS E �3
ROCK, METPDD 8 PLACEMENT, GRADE PROJECT FNGR. DRAWN BY: DESIGN BY
I"= 40' 13
SCALE' J. H. C.B.
10"CONCRETE PENETRATIONJ PLAN B PROFILE
TYPICAL BOTH SIDES) SUBMITTED BY:
TYPICAL CHANNEL SECTION 24712
S-
13 CHIEF, ENGINEERING DIVISION
ap 12-31- ON - STA.30+00 TO STA. 40+00±
(STA. 36 + 00 TO STA. 40+00t) RECOMMENDED B�Y�.-_�.-
loell
Iv,
ASSIST FLOOD CONTRCL ENGiNUER DATE SCALE FILE NO, DRWG. NO,
1 201
-C APPROVED BY:
Kxm (. k , w 2 B-31-90 AS SHOWN 1-114 1 OF I
FLOOD CONTROL ENGINEER
1-111-612-4