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SAN BERNA RDI NO
lAW
SAN BERN.-ARDINO COUNTY
DEPARTMENT OF
TRANSPORTATION FLOOD CONTROL
PLANS FOR -CONSTRUCTION O'N
WEST
CUCAMONGA
CITY OF
w o.
ONTARIO
F01033
CHANNEL
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PROJECT LOCATION M
NO SCALE
LENGTH=41761
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CORRECTIONS
AS BUILT
RESIDEN 'ENGINEE•R DATE
INDEX OF SHEETS
TITLE SHEET
DRWG. NO. I
PLAN & PROFILE (59+61.78 TO 69+00)
11 11 2
11 11 11 (69+00 TO 81 +00)
11 11 3
11 11 1' (81 +00 TO 93+00)
11 11 4
11 11 11 (93+ 00 TO 101+37.38)
11 11 5
ENLARGED PLAN —IMPROVEMENTS
AT 11G" STREET
11 11 6
TYPICAL CHANNEL & RCB SECTIONS
11 11 7
RCB SIDE INLETS, PLANS & SECTIONS
11 11 8
CHANNEL TRANSITION INVERT DETAILS
& SPLASH PAD DETAILS
11 11 9
DRAINAGE SUMMARY & MINOR CONCRETE
SUMMARY
11 11 1-24
CROSS SECTIONS
TO BE SUPPLEMENTED BY THE FOLLOWING:
CALTRANS STANDARD PLANS. DATED JULY 1984
A62—E BO-3 D80 D97C—I FIO T-10
A6 2— F D 8 I D97C-2 T— I I
A7 3 D 83 D97—D
D88
D72
CITY OF ONTARIO STANDARD PLANS, DATED NOV. 1984
105 109A III
106 109B
109D
FLOOD CONTROL DISTRICT STANDARD PLANS
176
220
222
213
214B
SAN BERNARDINO COUNTY
APPROVED BY,
COUNTY ROAD COMMISSIONER R.C.E. 18054 DATE
FLOOD CONTROL ENGINEER
FILE N0. I-201-34/I-10
Ic
........... . . ... ....... . ...... . . . ......... ............ . ........ .. . ....... ..... . . ..... ........ . .......... ............. .......... . . ....... . .. ......... .... . ..... .. .......... ...... ...... . .. .... ... ....... ..... ........ . . .. ...... ... + ... ....... . . ........... .. ........... . . . ... ...... . . .. ....... .... ....... . ........ .. . ....... .... ...... ....... ............. . . ..... .... ........... .. 4 .......... ..... ....... . ............ ............. . ............ . . . . . . . .... . .... . . ...... . . ... .... ............ ........ ........
.. .......... . . . ...... 4- ............. ...... . .. . ....... . .. .......... ......... ... . ..... ...... 71 l+ ....... ..... ........
.... ... ... ... ........ . .. .. . .. . . ........ ............ ..... .... . . ........ ........... ....... .......... ............ ..... . . ..... .......... rd OF 4- CANNEL ...... ..... . ......... . ......... . .... ......
.. ........ ...... ------ ............ ....... .. . ........ . . .... . ....... .. ............. .......... ... ..... .... ....... ... . ..... I4- ......... .. . ........ ------- - - -- ..... ..... .. - - ------- . . ......... - - - ------- - . ........ . .............. . .......... ......... .... . WALL5 F4 1013,3B
......... ........ ... .......... ; - .... .. ...... ......... .. . ......... ............. ..... ...... . . ........ . ......... ....... ... . ......... .... . ....... . .......... . ............. .. ......... ........ .. . .... ... . . ..... ...... . .... .. . .... .......... .... . ..... ........... . . ...... .... ....... .. ... . ....... . ............. .... . ...... ............. i7 ........... ... ..... ... . .. .. . .......... ....... .... . . ......... .. ..... . ...... ........ .. . ........ ....... . ........... .... ...... . . ...... .......... . . .... ........ . ... .... ...... ... ........ ............. ........ ... ........... ... .. . .. . . ....... .. ......... . ......... . ..... . . . .... .. ......... ............. ... .... ... . . . ....... . ........... ............ ...... ....... ....... ... . .... ...... . ...... . . ..... . . ....... .... --- - --- . ....... .. :�_ ;I; , ....... ... =;�TVP OF` CPANNE. ... .... ..... )VA L L. S
. . ............... ...... T WE 5 T LE VEES .... . ... ....... ,,5 ........... .. . ....... . ......... ... . ....... . ........... . ....... ......... . . ..... .......... - . ........ . . . ....... 4.4 �4 ......... .. .......... . ...... ..... ... . . . ........ ..... ..... ..... 101 0
4ft........... . . ....... . I. . . .... . .. ...... . . ......... .. .......... . .... .. . ..... 4-- .......... . ........... . I.. .... ..... . ...... .......... ..... Hl T;;f ........ . ........... .... ..... ........... . ....... .. . ....... . .... ... . .. ... .... . ......... .... . ....... ..... ... ... -7 . . ..... .. ... . .......... . .. ....... ........ . . ......... .. ........ .. .... . . ....... . ...... .... ........ ......... . rOP OF CH4 . .... ....... ... . ....... .... ........ !Ilz to NI IEL WALLS ..... ..... . ........ ........ .... + O.rpO . . ..... . ........... . ......... ...... ............ . . ........ + ............ . ..... .. . ..... ... ... .... . ....... ......... .. .... . .. - - -------- . ........ iw a . . ........ .......... . ....... . =71 IE - -- - ------ . .... Ja wl- .............. . . . . .. ........ '+'. .. . .......... . . . ... .... . .. ....... ........... . ...
............ . ..... ....... .... `7 4) 4- F- 1� m Oki Z4 X 8 R C7�AXIGULAR---- . ........... . .... . . . ......... .......... . ...... CON�CRE T CHANNEL ............. . ....... ------- . . . . . .. ... ......... ....... ...... ......... . -,:- _± - - - � - . . ........ ......... . .. . . ..... ........ .. . 1000
....... ...... . .. ....... ............. ............. . . ........... . . ............. . ....... .. .... . ..... . . ........ . . ....... ........... . ....... . .. ..... . . . . ........ 74 1 F XI 5 TING E L t . ..... ..... . . ...... .......... 4 Ft- 0 WLtlq E AT IA4PR 0 VE MEN T + o ........... . .......... :4 . .... ...... . . ............ ...... . ... ...... - - - ........... .. .... ..... . -- ---- ....... 7 RC49 1AIL eT-,'�_ - ----- ............ ...... . ....... .......... . ..... . ......... ..... . ........ ..... ... .. L: .. ...... .. Au I. . ........ ... -
. ..... . ..... .... ....... xl5TjNc- . ....... .......... ..... ...... .. ... ........ ------ . ....... 9 - P"c 8 . . .... . . ......... ... ............. I... . ...... . ..... . ............ (PdROTElcr tN PLACE) ............ f .... ........ ... ........... 0 dya -- - _- . ....... ..... I__R.r~j0VE` EX[S71AIG AlbT Om,:._::_ ..... ...... ... ....... ............. --wols xO 3, CJVANAI L .. ...... .. . . ...... ... . ..... ......... ... . ..... . ..... I. . . . .............. 60 E�_ i qqjl f A i P E B, E 7 Wj Ef N #D" EET` 11' g E T TA'L '7'L . . ... . . . .. ..... N EL ..... . ............. . - - ---- ............ 4. . ........ .. . . .... EXIST.-,
0.r
.... ..... . ..... ..... . ...... ... ... . ...... ....... ... - C. . . .. . ....... . . ...... . ......... . 4 cx� . ...... ..... ... ..... , - 4 - - - 1:77- . ............ ....... ... ...... .... . ........ % ........ .. .... ......... ..... . ..... ...... ....... . . . ..... ........ .. .... .. - ----- ....... ... .. ... . ............ . . . L .... ... .... ........... ... ...... ..... . . .......... . .......... . . ............ .......... ... ....... .. ..... ............. .......... . ..... . . ....... ......... .. ........... .... . . ... ............ ----- ---- Lu .......... C ORR E, r. i � 4, L . ... .... .... . ........... . . .. ....... ............ wl 14 ll� .......... . ......... ... .. . ........ . . ..... - - - .. .. .... ... . : ......... ... .... . .. . . .... ..... ........ .. : - - - - :7. ---;' . ........ . . . ... 7 jq, . ....... . ...... .... ........ . .. .... 4 Z ........... 41h ........ . ILE ........ . . I.......... . ..... ......... .. I71:= AS I T,
............ I z I 40 . . ........ ...... . .... . .. - - ----- . ..... . . . . . . ......... '::- -. - : '� L . -T - , .. ......... ............ . . . . . . . . . .. ........ .... .. T -
+1 *
............ F CL ......... ........ . . .... . ... ......... ...... ...... . ..... ............ VEE a-- I 4 p 0
DA_ ........ . . ... . ........ ............ ......... ... . ..... . ..... . . ..... ':!=4 -7 70f S I D E N T E N 61 N EE R 14 ..... ....... ...... E .... ..... . .. ------ ... . . . . ... ......... 0 SC:
.. .. .... .. - - ------- ----- ... ...... .. 4:: ........ ... t7� - - ------- ......... ........ 00 ------ .......... U, IQ CQ .. ....... ...... ........... . .... . ...... .......... . . . ......... ........... .......... - - -- - ------- .......... ... ....... .... .. . .............
5 +00 O+ 0 61+00 62+00 63+00 6 4 +'00 65+00 66+00 67+00 68+00 69+00
EXIST cuRz c,,clrr--R K8*c.F. Is" a4lrrER)
.51DENALK 0 0 /? UTILITY LEGEND
REMOVE EX1T. CABLE GATE LONO "Do" TEErr r/* CONS T. /+O 4. F. OF TYPE 'IS" CURB, Ilell I 1 W18 CITY OF ONTARIO WATER DEPT
W118"CrUTTE'R PEP. CITV OF ONTARIO INSTAL 200L.F OF Ca IGH CHAIN LINK FENCE (TYPE CL-66) W6 It is to fto
5TD. DRWG. /0-6 (5EE TYP ROADWAY ALOAjr, STREET i FCD RlkV AS SHOWN AND PER CALTRNS
ocx of 11 11 t3ECTION THIS DRWG.) STO. PLAN F 10 (COAINE CT R/W CHAIN LINK FEC TO CY,41AI LINK W
4
FENCE ON TOP OF CHANNEL WAL 11 CONS T` 58 1. F OF S'WIDE SIDEWAL K ER to y W14 CITY OF ONTARIO ST.O. DRWG. 109 B E/-ST HOUSE INSTALL 2932 L.F. OF (.'HIGH CHAIN LINK FF?VC ('TYPE Cl. -6) W12
CONSr 1050 L.F OF 24' X 8' RECTA GULAR ON TOP OF CRA14NEL WALLS, FROM 5TA. 53*41- 58 To STA. 74 + 27-85,
CONC. CHANNEL, FROM 5TA_ GO-t5O 7-0 STA. 7ho`OO PER CALTRAN5 STANDARD PLAN FIO. (SEE DETAILS ON DRW&. G CONSr STANDARD 61DENALK TRANS. FE
(5, TYP CANNEL SECTIONS Tkis RPY6. G SOUTHERN CALIFORNIA GAS CO.
PER CITY OF ONTARIO 7' 3
DETILS 014 DRWG. 6 11 11 11 It
STD. DRWC7. /05 P 0 EXIST TREE 'AANDONED 6" VCP 5EWER G I
�,�CPRCrECT /IV PLACE) (SEE PROFILE ABOYE) x S CITY OF ONTARIO SEWER DEPT,
DR1Y_0;V19Y APPROACH i"RES CITY GRADE TO DRAIN AS FX15T, So IGH FEANIC 12 fOr- ONTARIO 5rD. DRWG. 104 EXIST If HIGM S8
CONST. 18 WIDE COAIMERCIAL,-�;�. It DIRECTED Y TAE 94-OCK W4LL ENGINEER x ___ _=� , __z�_CON C. I OONST. ONTARIO -------- CITY OF ONTARIO PARKS DEPT.
PER clry OF I2
5r,0. DRWG. 105A C D Rlw I2 :1 ui Ic If If f%: WE� 7' 1 F V z
& T 5 0 2,1 OF OF WEST LEVEE A 1AISrAL IL IPl-.4)V /p)
A pFR 0 I0 GENERAL NOTES
I5 3 f /Af P N .33* 5.3, 05 "w to 5TA. 5_9i-.Zr II5 TA. to f 0 (6,+ IE I'D' 5 T. +1j.87 1. PAVEMENT TRANSITIONS AND WARPING
0 EAST LEVEE TOP OF FA5 T L . in SHALL BE DIRECTED BY THE ENGINEER.
-59 DRAINAOf (TYP) E VEE 2: 1 2. DIMENSIONS ARE SUBJECT TO THE
�0
IMPROV kv 0 TOLERANCES SPECIFIED IN THE STANDARD
41-3-91 Z_ FcD 00
;Z0, Wive 0 0 +
0 0 kiEAD (TYP.) -_ - SPECIFICATIONS AND SPECIAL PROVISIONS,
.-,r/57* TRIPLE RCS 0 3. A.C. -ASPHALT CONCRETE
A - < .
0"ROTECT IN )"LACE) 0 REMOVE EXIST, GUq)?D RAIL 11GYNT POST WALKWAY I4. - PROPOSED A.C.
_FCq REIN,57,94L IN KIND 0
(Typ.) - A.C. FEATHER
�-TREE5 (ryp 0) 0 - EXISTING TREE TO BE REMOVED
FENC ro 0 0 C9 f IMPROVEENT CIIRYE DA TA 0 LJGMT P05T (TYR)o '--EXIST.C.PAVED W.4LKYIAY 7. 0 -EXISTING SPRINKLER HEAD
A = o7 * -fr. Z5 (PRorecr //v PLAcc
'R = I 000 CITY OF ONTARIO "D" STREET PARK WITPI FCD RIW.) 0 T 4 7. 9,+', 'Ilk 3 5. 4.7 V) EA15T. TREES -TYPICAL
141 X11V.,7 (PROTCT IN P4,qCE NIT14IN FCP q1W)
A, CON,57. 6-9 L.F OF RECTANGULAR PLAN. SRIN�IrLFR HEDS - T YFIC44
CO/YC- CHANNEL TRANS. rROM (?'ROTEC7* IN PLACE NITHIN FCD Rlw) 5TA. 59*6/.58 TO TA. r*0+50 I"= 40 BENCH MARK
(jEE TYP CHo9NNF4 SC-CTIONS THIS Dgwr-. PETAILS ON DRWG, 6 FOUND CHISLED "O" ON TOP OF CURB, 20' NORTH & 76' EAST OF THE
STREET 3S S "D 5T (� I'D" STREET AND WEST CUCAMONGA CHANNEL, ELEV. 997,94, PER
(NORTH) -T - r .37 VARIE5 -C
37' YARIE,5 .37' VAIEJ FIELD BOOK 4014, PAGE 2132.
L-FCD RIN FCD RIW F CAP 91W SURVEY FIELD BOOK: 4014, PAGES 2162 TO 2185 W.O. F01033
--- - --- WEST) WE-ST ) IMPROVEMENT (EST) -_ REVISIONS SAN BERNARDINO COUNTY
EDGE OF _rX1-5T- 4'HIGH C11,41AI LINK 4'jqlCH CAN LINK 12 JI5 MARK DATE DESCRIPTION BY
PAVEMENT FENCE (TYP, VA R VAR FENCE (TYR.) FLOOD CONTROL DISTRICT
I 10, f A rjLf AFA 14 --- -_ 2 TOP OF YVEJ� T TOP Or- SAS T NA T. TOP OF WE 5 T TOP OF EAST-) WEST CUCAMONGA CREEK SYSTEM
E X /5 T, 0. 25' A. C. LEVEE 4 f VEE* GRD- E V E E L EVEF.
Z /4 : j 9AD.
0- r WEST CUCAMONGA
i(IDE SIEWA4K �2-64 - +80 2: i 2:1 .40) LACE 0.33' TYPE, "B" A.c. PqwE*mENr (0.50'kYJDE Z: I z z i
MINIMUM) TO 0.08 ABOVE EXIJ77 PAVEMENT S' WIDE 51PEWALK 0 Q PROJECT ENGR. DRAWN BY: DESIGNEI) BY: CHANNEL
J__ B.
," C. F kq 20' VARIE.5 1 It, i I A/8.
5 -012&.50 5f GZ,50) T YPE "b " CURB - 4" GUTTER ----REMDVE EA15TING A � W R VE TMEA1 (SE,r TOP OF CUB ROFILE) 00 TO 3'5ElOW CHANNEL PROF)LE GRADE PLAN & PROFILE
SUBMITTE FR ED BY- t0 M ",g " STREET rO uC7" STREET (TVPICAL ' SOTN 51OFS OF C14ANNEL) T"HiEF RECOMMENDED BY: STA. 59+61.78 TO STA. 69+00
TYPICAL ROADWAY SECTION. TYPICAL CHANNEL SECTION TYPICAL CHANNEL SECTION APPROVED By- ��O C01IR DATE SCALE FILE NO. DRWG. NO.
(STA. 4+22.64 TO STA. 5+62.50) (STA. 59+61.58 TO STA. 64+00) (STA. 64+00 TO STA. 68+50) I 1 3-14-86 AS SHOWN I- 201--34 2 OF
I
— — — !'' �': :1G±. I IPr. —P.P. ' II P.P. i ! IIP•P.
6 H/GH CHAIN LINK FENCE SEE NOTE R _ i / pp I r i Q
I PROPERTY
ON ANN L !-% LINE EXIST. FENCES I EXIST. WATER METER I PROPERTY LINE
CONST- 50 L.. F. OF RECTANGULAR C C CN E --� l GAre D . �, ..��
TRANS, FROM STA. 7/ +00 TO STA• 71 +50 (5EE TYP- ENT A�J( 7fe- K 4/ (I I BLOCKWALLS TYP.
CHANNEL SECTIONS THIS DRWG, t DETAILS ON DRWG. 6 ) lz E MIS W) �L ATS;l �¢$ w I EXIST• v i I I KEMOYE EXIST. TREES AS
IMP
� � (3110 , pypTFA`Sfy'�,Z�FZ),I; �f + RC8 ~ I
,I II II II IREQUIRED FOR CHANNEL
14VVMGWALLS CONST• (TYP)
24 X $` RECTANGULAR CONC. CHANNEL N
(5EE NOTE ON DRWG. o
t \
. k / r r_� �O`— , eat � i �II �
�. 1` I CONST 94 L.F. OF RECTANGUL AR CONST 600 L. F OF 24' X 7 ' PLACE 0.25 ' TYPE "S" A. C. + o
0 t� f-� 3I V '� I�I ¢ CONC. CHANNEL. TRANSITION RECTANGULAR CONC. CHANNEL FROM STA 75t05 TO STAB/ O
�� F�3 ►. FROM STA. 75f06.18 TO STA. 76t00 FROM STA- 76+00 TO STA.82 +00 (5EE TYP. CHANNEL SECTION
/V.fAY ExI TREES ,� I I Imo# h w (SEE TYR CHANNEL SECTION THIS (SEE TYP. CNANNEL SECTION THIS TH/5 DRWG.)
pl-K_— a� lc,, - 4 DRWG. ENLARGED PLAN ON DRWG. 5) DRwc,. DETAILS ON DRWG. 6 ) NO
PP-� CORRECTIONS
'( F C D Rl w
OF 0 '- -_Lu `E IMPROVEMENT BUILT
00 EXIS . SIDEWALK CURVE DATA¢
PAEp
`
L� = 140 3 5 ' O -7 "
EXIST. fI.C. PAVED IYALKWA Y R = 500' • :Z /ft
(PROTECT IN PLACE WITHIN T = C.3.99' RESICINT LNGINFfR DATE
PLAN
FCD R/W )
F BPS A • % �.._ � Q � ¢ � L = Iz7.,Z8
D
�l EXIST. FENCE EX /ST. SPAI NKLER HEADS -••TYP
y GD �/ EXIST. TREES / 0 (PROTECT IN PLACE WITH/N FCD R/W) �" = 40'
TYP. (PROTECT .�
l F� j IN PLACE WITHIN /
1� FCD R/W) �t IMPROVEMENT
,s /I5� PP. VARIES VARIES
Si IMPROVEMENT F C D R/W FCD R/W
CURVE DATA (WEST ) 12' VAR /2' d VAR 15' (EAST) ?
BENCH MARK
FOUND CHISLED "o" ON TOP OF CURB, 20' NORTH & 76' EAST OF THE
�- I'D" STREET AND WEST CUCAMONGA CHANNEL, ELEV. 997.94, PER
FIELD BOOK 4014, PAGE 2132.
SURVEY FIELD BOOK: 4014, PAGES 2162 TO 2185 W.O. F01033
REVISIONS SAN BERNARDINO COUNTY
01 / A = 19 /5 55 (71 t50 ^•73 t00) � C 76+00-82+00)
0p R = 800 I EA I ST. A. C, V) lc TOP OF EAST MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT
d x T - 135.78 TOP OF WEST TOP OF EAST PAVED WALKWAY ti z TOP OF WEST TOP OF WEST LEVEE
LEVEE LEVEE 71 g LEVEE LEVEE WEST CUCAMONGA CREEK SYSTEM
_ / "yo I - I y% �_ �► W LEVEL -1 % +
NATURAL GROUND L WEST CUCAIVIONGA
EXIST. > �,Oj�O 0.2s' TYPE "a^
EXIST, CURB GUTTER\POD. SIDEWALK (76+00 ti8z+0o) Q A.C. PAVM'T
O PROJECT ENGR. DRAWN BY: DESIGNED BY: CHANNEL
b' HIGH CHAIN LINK I - I EXIST. CURB t GUTTER NATURAL GROUND a. e. 6' HIGH CHAIN / A . B.
FENCE (TYP.)
TYPICAL CHANNEL SECTION
(STA. 71 + 50 TO STA. 74+27.85 )
VAR/ES 0' TO 30'
(75+06.18- 76+00)
rt IMP,
30'
PROPERTY LINE
12' 1 VA R • 1 12' 1 VA R I- IS'
LINK FENCE (TYP.) SUBMITTEBY: PLAN u PROFILE
D
TYPICAL CHANNEL SECTION CHIEF, EN IING DI STA.69+00 TO STA. 8I+00
(STA. 75+I7.22 TO STA. 82+00) RECOMMENDED BY:
FLOOD CONTROL ENGINEER DATE SCALE FILE NO, DRWG. NO.
APPROVED BY: = j,_,, 3-14-86 AS SHOWN 1-201-34 3 OF i0
LOOD fbNTROLE GINEER
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81+00 82+00 83400 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93-+00 ..
CONST. l00 L.F. OF RECTANGULAR CONC. CONST. .ZOL.F• OF 51X5' RCB t IMPROVEMENT BENCH MARK
CHANNEL TRANSITION FROM STA. 82+00 SIDE INLET (5EE DETAILS ON CURVE DATA
To STA. 8.9t00. (SEE TYP, CHANNEL SECTION DRWG. -1 6 = 26°49' 26" FOUND CHISLED ��ON TOP OF CURB, 20' NORTH 81 78' EAST OF THE
TH15 DRWG. t DETAILS ON DRWG. 6 ) EXIST. DRAINAGE COURSE — R = 500' "D" STREET AND WEST CUCAMONGA CHANNEL, ELEV. 997.94, PER
EX/sr. ?" D/A. STEEL SEXIST. I" DIA. ELECTRICAL CONDUIT T = /!9.23'
IRRIGATION PIPES ELECTRICAL SERVICE BOX Fr7P/EE/d SYSTEM L = X 34.08' FIELD BOOK 4014, PAGE 2132.
6' HI GN CHAIN LINK FENCE �� (PROTECT /N PLACE)
24' x 7'-RECTANGULAR �( SEE NOTE ON DRWG. 2 ) (PROTECT /N PLACE)
CONC, CHANNEL (SEE �\ NO
NOTE ON DRWG. 2 ) �SLOPE Y i ,20' z0' I Y J Q
IEXIST. SPRINKLER HEADS CORRECTIONS
� � °II(� .�IIIN
MEMORIAL GROVEPARK i—� y JOHN GALVIN PARK
�, 1 �I
Ex/sT. TREES � �• � yam- p yI IV h
W r v AS BUILT
ti PROTECT /N �
/ PLACE 1
Z 1 ` / \ 0 r � Q! WM• IRRIGATION I I) y h I I W
J 4/ 1 h a0 CONTROLLER
)11
I, "AE
_-- 4l -��`V Y'0\I,4LI/ES`� 1,,RESID `�T ENG I E RO \Z. �, r o 1
O TOP OF NEST LEVEE � � TOP pf WEST ► ' 1� R O I r � � �� I U -CON5 7,10 L.F, OF DBL, I.Z X 7 RCB
Q LEV ` I � ` I FROMSTA. 89 +00 TO STA. 96+20
0.- — -- O EE I I ` I I EXIST. TRANSITION (5EE TYP Rca sECT/o►./ THIS DRWG. f
N O 0 _ O '��� ( TYP BOTH ENDS) / DRWG. 4 DETAILS ON DRWG. 6 )
I IMPROVEMENT�t, , _ -
- - nN-- - (N 0. 02' 03" W) -�- / I �'� �� II ti l � Ico
V
c0
O o 00
W _ I'I ti Ol ( I N' CONST. 64 L.F. OF DBL. 12 X 7 RC8
O M O ,/ IN //I �����\O .- II O * I h TRANSITION) FROM STA.88+35.84 W _EXJ5T. 4YATER METER
yt TO STA. 89+00 (5EE TYP. RCS SECTION REMOVE EXIST. CONC. WALLS AS /
- - - -TOP OF EAST LEVEE / / \\ 1 II I �, ( uj
q� TNJS DRWG. DETAILS ON DRWG. 6) �p REQUIRED FOR RCS CONSTRUCT/ON o/
•i O
aD -- -— r / g IMP P• P, J q I N d I b - N z
i PROPERTY PP �/ PP P� s:/ \ I l <*v ROL, II I` F- I p ' J
REMOVE EXIST- TREES �pf I y I ti W.M.W.M• + ��
Q L JNE I I I I HEADS SPRINKLER
YP.L ER / l ems' v Nr I I hi o -r -
U) AS REQu f%,C- FOR CHANNEL CONST. V nEX15TIIVCYN BUILDINGIll
I �� �� II p P/PE GATE ,VT ST,V, \��tiF
PLACE 0.25 TYPE B A.C. B5t5D FY ,47hEFOS /N
EXIST FENCES fROM STA. 81 +00 TO STA. 87 +90 f
BLOCK WALLS TYP, ( SEE TYP, CHANNEL SECTIONgo EX/STING TREES-�
THIS DRING,) SPRINKLER HEADS
►e- (PROTECT IN PLACE )
CONST. 430 L.F. OF 24' X 8'-3"
RECTANGULAR CONC. CHANNEL
FROM STA• 83 +00 TO STA.87+30 f IMPROVEMENT
(SEE TYP• CHANNEL SECTION CURVE DATA
THIS DRWG. f DETAILS ON DRWG. 6) A - 190 27' 13"
R = Soo'
T = 85.7/'
L. = I (o9.76'
INS r4Z L 4 'iY.4L /f GATE i STL. STEPS' -
AT L9T,W. BG tBD R c. , 9 P. P/3
_-/4B l TYF BD7--/ S C~ j
0
h
EXISTING 5WAL E ~
J
_-VARIES
(85 +50 -v 87 +30 )
cL IMPROVEMENT--�� I
-I
30' 4 VARIES
� I i
2
4i IS VAR • 12' YAR 12' VAR
Z(82+00 - 85+50)
Q TOP OF WEST LEVEE ---� TOP OF WEST
LEVEE
- 1 70 7o
>
°°
4:1 (8z+00 85t50)
PROPERTY LINE
/6' 1
15' � VAR .
TOP OF EAST
LEVEE
} 1 yo NATURAL GROUND
�1: 1
- 0, 25' TYPE "B" A. C. PAYM'T.
\� 6' HIGH CHAIN LINK FENCE (TYP,)
1 . d. _ .a . ".a v o l
TYPICAL CHANNEL SECTION
(STA. 82+00 TO STA.87+78.58)
V
ui
r%JO EJ
P �
r
XHti
I3 1 I o
44tu
I II
y im +
V PaWER POLE III I�
EXIST. SPRINKLER HEADS TYP. Q1
O
Q
� O EXIST. TREES
O (PROTECT /N PLACE )
II O 0 --
/ 00
1 — ---- 1Mp8OVEMENT�-- --
�Z O
0)
a Ia I ,{EXIST. WATER METER
Iti 0{ II = � I EA IS (PROTECT PLACE) IN
EXIST. AIR VALVE O O
.14
(PROTECT /N PLACE) I O O \ tl
m REMOVE EXIST. CONC.
BOTTOM CONTROLS
PLAN CONST. 49 L.F. OF RECTANGULAR REMOVE EXIST. GUARD RAIL
CONC. CHANNEL TRANSITION
FROM STA.87+30 TOSTA.87+78.58 A CONC. PAD AND REINSTALL
AND RECONSTRUCT /N KIND G1—
/.S'eW TYP/1,4L CH"41l L (TYP. BOTH 5/DES OF RC8 )
11 = 40 T///S DETA/L,S
1
�)
G1 l.4DO.PDX/MATE LDl.4T/�.1��
IMPROVEMENT--_ 5�
DEPTH VARIES`.
(5EE PROFILE,
t / 7'o
V�ht� + STOP OF EMBANKMENT
.4 NATURAL GROUND
08L. 12�X7' RCB -- ����'�
(VAR. AT TRAN5ITION5) �!�'•�Q4
G
TYPICAL RCB _SECTION
(STA. 88 + 35.84 TO STA. 92 + 50 )
EXIST. \
SW/MMING\
POOL \
FI
� U
� Q
O
O
N
/.r'EMDI/E ZF-14/0'T.4LC EXIS T. /2
CONNEC' 7- TO ,PC$ PEE CAL rZ,4N.S
STD. PLAN 083, UT/L / Ty DPEN/NG
EXIST, PARKING LOT
EXIST. CONC. CURB
4014, PAGES 2162
W-0. F01033
24' X /0' RECTANGULAR -
CONCRETE CHANNEL
(SEE DETAILS ON DRWG. 6 )
PROFILE GRADE
(CHANNEL FLOWLINf)
t/.257y
�G
47lIx
�F
6' HIGH CHAIN LINK
FENCE ON TOP OF
WALLS TYPICAL
(SEE DETAILS ON DRWG. 6 %
DBL_ 5' X 5' RC B
5/D,E INLET
TRAFFIC SIGNAL
�4 Hl6H CHAN LINK FENCE
ON TOP OF RCB PARAPET
(TYP. BOTH ENDS QF RCB)
TOP OF PARAPET
/4EVEL--EIL./025.00
i
P. CONC, C 1,0 G AND 51W
5TA. 74 t 30.9.9
T. W. 10.2 2.75 (AYES T )
STA. 74 t 24.70
T. W. 102 2 . 75 (EAST )
RECTANGULAR CONCRETE
CHANNEL TRANSIT ION
(SEE DETAILS ON DRWG. 6
8 )
U
v
Q
V
kn
ao
O
00
ti
r
O
O�
00
Hal
1`
V)tl�
J
14-o
..
ro
tiV
V
V) ,,
h4
00 W
4C
+ f'
TOP OF PARAPET
LEVEL ^' EL. /025.50
q
V' rPLACE 0.33' TYPE "S "A. C.
V4 : I
DBL. /z' X 8' R CS CULVERT
( SEE DETAILS ON DRWG. 6 )
+ 1,257 %
..4 4.
CONSTRUCTION JOINT IN WALLS
AND INVERT -DO NOT EXTEND
REINFORCEMENT THRU JOINTS
( TYP. BOTH .ENDS OF R C,8
)
CONST. 4' DEEP CUT-OFF WALL ^-
TYP. BOTH ENDS OF RCB
( SEE DETA/4.5 ON DRWG. 6 )
LONGITUDINAL SECTION.
INSTALL CHAIN LINK FENCE
BETWEEN END POST A5 SHOWN
AS DIRECTED BY THE ENGR.
(TYP. BOTH EA/D5 OF AL[ zcB's. G. HIGH CHAIN LINK FENCE o
CTyEQ C�'B:S' f/AhE EX/sT, L,/N L/NAON TOP OF WALLS^- T YP/C AL I Q
FENCE) (SEE DETA I LS� ON DRWG. 6 )
STA . 75 t /6.2 2 BE GIN EA 5 T o Z
CHAN. TRANS. WALL EL. / 023.,25 + v
STA. 75 t 18.17 BE GIN WEST h o
CHAN. TRANS. WALL EL, 1023. 00 W
h �W
O RECTANGULAR CONCRETE J STA. 76+00
CHANNEL TRANSITION 0TOP OF EAST
L STA. 75 4-,27 � (SEE DETAILS ON DRWG. 6) CHAN. WALL
18" CsP SIDE STA. 75 t84 EL. /022.37
DRAIN PROF/LE GRADE 24" C 5P SIDE DRAIN
F.L. /019.30 (C11AN. FLowLINE) FL. 1018.50
FL 0 `V
+ Z. 7 0 (o
eat
h
Y t�
"K
in
v1
h
V)
w
�kb h3�
TOP OF WEST
CHAN. WALL
`-TOP OF EAST
CHAN. WALL
-24' X 7' RECTANGULAR
CONCRETE CHANNEL
(5EE DETAILS ON DRWG. 6 )
+2.o/
,.f _v No v"
CORRECTIONS
AS
BUILT
REST NT NGI ER DATA
VERT. 1" = 51
CURB RETURN # i EL. 1O.Z2.40 INTER. s "-G" 5T. EX/,ST/iYG /B 'ly.4TE.C� L/AYE CURVE DATA EXIST. F- GROVE AVE. CURB RETURNP2 CURB RETURN #3 /P/IDTf"L'T/�f/PLf7CF
A = 104" 36" 58" EX IST-3 "GAS LINE CURVE DATA CURVE DATA
R = 90' TO SE RELOCATED d = 46` 00' 00"
BY OTHERS 4 = .29' 00' 00"
20
L 3 (.. 5 X CONOUL T02S•� CDrYO!//T T = & -¢ 9' T = 5 1-7
Q REMOVE EXIST. RAIL t SIGN
L = /6.06' L = 10.L2
Q^ AND REINSTALL dUTS/DE
O v OF SIDEWALK L IA41TS l�.�DTECT/,Y�L,4CEj
E,rrsrivc coNov/T 1
3 COIV ST. WHEELCHAIR lOC>DTECT/��L.�CE 's
v G
/ RAMP PER CITY OF (•
ku / ONTARIO STD_ DRWG. I11 CON I k /toy
A�
//QO ST. WHEELCHAIR CUT EXIST. PAVM T. / / N RAMP PER CITY OF I003EXIST. TRAFFIC SIGNALEXTEND EXIST. 36O FEATHER ZOVER ONTARIo STD. DRWG. 111 1 � � AK li " - RCP THRU END BLOCK EXIST. A.C. PAVM'T I � �pN(PROTECT IN PLACE)
��.. ; EXIST 36 RCP / (SEE DETAILS THIS DRWG.) op q/
EXIST 8 CURB W//,z )UTTER G �i� (PROTECT /N PLACE)
�/ / (SEE DETAILS ONDRH/G. %) /
(PROTECT /N PLACE) \. -
1 EXIST. CATCH BASIN
,-EXIST. 8 cuR6 ry /z" cuTTER
/ (PROTECT IN PLACE)
(PROTECT
N
_. T
�oS CUT EXIST T. pAYM'T71
. C. 10 z 2.70 C. R.#IV3 /
�i // ,., Xb �e .QEil1D!/E E,YIST/�/G L'Q,!/IJIJ/T f. 4. / 0 ,2 2.03 1
CONST. .-0 L.F. OF pBL. S'x 5' RCB T.C. /OZ/.87 P. o W /CON C. EiYD BLOCK �� (z � 1 --
.______ CONS7 DBL. 12'X 8' RC6 ��� _ a - c� / E X /oT, SPRINKL ER HEAD
b / F. L . /0.2 / ..2 0 - - -------_ w
(SEE DETA/LS ON QiQiyG, T) _ // //
-�-_ PER CALTRANS STD. PLAN- ,_ - \ C',
J (PR TE C /N PLACE)
.C�ELDC.4TElJ /Bil',4TEPL/iYE 0 AND REINSTALL CITY 5/6N _� �_ _ ---- U%
z. DB/ 083 (SEE DETAILS
/�EDTECT /N OL4CE) / ///� / ON ORS. ( )_--- 7. C. 1022,87 -
��/ C.R. 1 F. L. lOzz.20I p ti I 1 (PROTECT5SIDEW SIDEWALK
1N LACE)
/o z z. �s�s/w) - T
o
X x i ! O
Y Y Y
RC
.TSHQD4fiYFN/L,4N0 .0 J 'EXIST . L/YE /A",1023.00 (S/`V)S T"E
11/S/6/f/,4LlxrLL BDX ,lS /el
"4S , f --EXIST. C.S. PI I Ih
STA. 73 + 84 BY T/i'f E�l/G/it/EE.Q ofg /O-??_ )3 t5� y��° �-.'t_ S (PROTECT IN PLACE)
kk / T IMP O moo, C. R. S -�L �p�Z' 08 `� �� INSTALL 28 L. F. OF 24 CSP 02 CA.)
IMPROVEMENT O x
/ INSTALL 4 L.F. OF 18 C.S.P.(/06•A.) W/STD. FLARED END 5ECTION AND F�- /020.0•
T x /
(N l4' 37' /O" W) ------ - - }- ______ �� C ALL • -+--
_ ___ ___ ___ I A.L /O,z3 00 O�36N AND CONNECT PIPE . P CHAN. CONNECT PIPE TO CHAN-WALL
x WALL PER FCD STD. PLAT 220 PER FCD STD. PLAT 220 \
z /
STA. 73 t 44.79 STA. 73 t 65.57 MCONST./46 + L.F. OF
t IMPROVEMENT E /PROVEE M,IT fq INSTALL .Z(o "L.F OF � - � TYPE B CURB W/I2„
REMO►/E 28`t OF EXIST. 3(."RCP
e 2 -1" 0 STL. PIPES
PLACE 0,39'TYPE "S"A. C.
PAVM'T. MIN. TO 0,08'
ABOVE EXIST. PAVHf'T•
CONDUCTOR SCHEDULE
4
1110
OA
3
�B
3
SIGNAL
COMMON
I
SPARES
3
LLUMINARES
3
z'
FEATHER
EXIST A.C. PAVM'T.
A. C. FEATHER DETAIL
NO SCALE
HIGH CHAIN LINK FENCE C OAI/S T, 8 R. 1_ r. ��-�._ NS TA L L 4:) L . F OF 4 HI G N / / /0"
ON TOP PARAPET ^t
x GUTTER PER CITY / .OF TYPE '"8" _��'-- CNA/N LINK FENCE FENCE ON TOP / zs
TD � OF PARAPET (SEE DETAILS ( SEE DETA/L.5 O/Y DR1yG. 6) DRWG. /05 OF ONTARIO S% CURB h�//z GUTTER; ON DRWG. 6) / / / RoT' T�4E
PER C/T Y OF � � �� C, /.y s.r '� � o � T FC'T ti
x x x ONTAR/O STD a / �- �N L F // 1 �4 C O'o 0 A
/02Z.75 (5/w) =----- DRWG. /05 / _`�'�_ L 45 31' s'U <N e F
r
y. /6 CONST. CONC. SIDEWALK AS x /��� 6Z gs 0�03„ LEVEE
5140WAI AND PER CITY OF
oULL BD,1' ` CU.4EOP�ST ,�,f/p O% / ONTARIO STD. ,DRJV6. 109A �
/IEGDC,/TE TQ4FF/C 5/6ypL ON5T. 16' CONC. Ox.00N/ pV (TYP. BOTH 5/DES OF ST.) Sr
COMMERC/AL DIN
C 4. 7S
APPROACH PER MF G, �S/ BEG/N
CITY OF ONTARIO ET Df`V /VF/l. tijt,ROv g7 E.0 ` x
STD. DRWG. /06 E.�/STALK~ /0.23.25(S/W) x EC FMENr
414
0.25 TYPE "B"A. C. PAVM'T= /
U
T j. // � ,, .r PIPE- GATE AT STA. `
_ x F ROVE
CUT MEET EXIST C.# &. S �0a AgVM T,/sr �'Yis7 FRET l� �" _ 75 t56 BY OTHERS
AND 51DE WAL K t` O S ti B l /� -� y� R o 4 NT
ON r cy'97N 3 �Y j
N
E OF�A /r fW ° / \� l ��=` �.� EXIST. SPRINKLER HEAD -;.., O'c �
-
"9� L S FENCE
/ / END OF EXIST. 5 W
/ �� 0 :.
/ " 'POSE " 4 / CONST. /4' CON(. COMMERC/AL D/W
APPROACH PER CITY OF ONTARIO Ty
.P
FEATHER 2` OVER / / / �jyE..:T,•_
/ EX 1ST. A. C. PAVM'r / STD. DRWG. 106 / X
EXIST SIDEWALK (PROTECT IN PLACE) (SEE DETAIL THIS DRW(G';.)
EXIST. 8"CURB
NO GUTTER / l I /
POWER POLE (PROTECT /N PLACE) I
/ )
(PROTECT /N PLACE / �l
EXIST.
EXIST. 8`CURB W/12"GUTTER / POWER POLE GUY FENCE
(PROTECT /N PLACE)
l l EXIST. BLOCK WALL
EXIST. SIDEWALK / lI
(PROTECT IN PLACE) WEST WALL qt IMPROVEMENT EAST WALL
CURVE DATA CURVE DATA CURIE DATA
s A = 14 35 07 A = 04 36 47
h R 512.33
/ 44,f 3� �� / /� / T s /9.63' T 3 63�99' R = 487.67
/ L 3 39.,Z4' L = / 27,28' L = -39.z5'
ENLARGED PLAN
TOP
F
i
�/
REVISIONS SAN BERNARDINO COUNTY
MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT
WEST CUCAMONGA CREEK SYSTEM
WEST CUCAMONGA
PROJECT ENGR. DRAWN BY: DESIGNED BY: CHANNEL
<='ram:.
B. ED BY: ENLARGED PLAN
SUBMITT= � R
HIEF, ENlMNEERING DI IMPROVEMENTS AT G11 STREET
RECOMMENDED BY: 7.
-515T*FLQOD CONTROL ENGINEER DATE F. S. RE F. FILE NO. DRWG. NO.
APPROVED BY: ;
3-14-86 4014 I-201-34 6 OF /O
OWL OOD 0 TROLENGINEER
V
/7 ✓(J 7- T llP7 r%V
# 5 BARS
a
�0
.-^NANNEL
ENT )
p /6 " O. C. x s'- 0 "
CHANNEL STRUCTURAL SECTION C11
1/2', = 1' - 0"
I2' - 0" VARIES AS NOTED BELOW S,YMM, 148T g CHANNEL
- /2'- O" TO l2'- 4" (STA. 73 f 84 �- STA.74 t 27.85)(g. IMPROVEMENT )
.,.... T
CHANNEL STRUCTURAL SECTION 11 B"
1/2" - I' - 0'
veaicc AC ein-rcn AC / nu.
CMtlEU.
CHANNEL STRUCTURAL SECTION "A"
1/2" = 11 - 0It
°%Z"'" "NANNEL
1,E/YT)
'S
X 5'- 0"
h
w
3oro
rK
.
J �n�
Ito
04
IN `,
R
\►.
�vo
�¢ioQ
W
mop
� "'t- 0)
e�
IT
K h
>
GRADING PLANE
RECTANGULAR
CHANNEL
STRUCTURE BACKFILL DETAIL
NO SCALE
MINIMUM LIMITS OF
STRUCTURAL BACKF/LL
USE 95 °/a REL AT/YE
COMPACTION
(TYP. BOTH SIDES)
CHANNEL
WALL
HEIGHT SCHEDULE
CHANNEL
STRUCTURAL
SECTION
DESCRIPTION
rt STATION
LIMITS
WEST WALL
EAST WALL
"A"
TRANSITION
59 t 48.23
TO
(60 +50
8'-0"
59 + 75. 87
TO
60 4-50
7'-5 yz" TO 8'- 0"
"
CHANNEL
60 + 50
TO
71 + 00
8'-0"
8'- O''
TRANSITION
7/ t DO
TO
71 +50
8'-0"' TO /0'-0"
8'-0"
TO 10'-0"
"
CHANNEL
71+50
TO
73+84
/0,- 0"
/0'- 0"
"
TRANSIT10N
73+84
TO
74+,Z4.72
/0'-0"
TO /0'-9V4"
73 t84
TO
74+30.98
/0'-0" TO 10'-5V2"
75 + 16.22
TO
76 t 00
/0'- l'/z" TO 7'- 0"
It
75 t /8. l7 TO
76 t 0 0
9'-10'/4u TO 7'-3"
"C"
CHANNEL
76 t00
TO
82 t00
71 0"
7'- 0"
"A"
TRANSITION
8.2+00
TO
83+00
7'-0" TO 8'-3"
7'-0"
TO 8'-3"
"
CHANNEL
837'00
TO
87 +30
8'-3"
8'-3"
"B"
TRANSITION
871-30
TO
87t73.92
8'-3" TO /0'-5"
"
87 t 30
TO
8 7+ 83.25
81-3°
TO /0'- O/z"
37tS5.05
TO
.58f00
8'-43/4'TO 8'-3"
8'-+N"TO 8'-3"
"
CHANNEL
98 t 0 0
TO
/00 t 30
8'-3"
8�-3"
TRANSITION
/00 +90
TO
/01 f 37.38
8'-3" TO 8'-ll3/4'
8'-3"
TO 8'- l/ 3/4"
I.Z'-O° (TYPICAL)
/VOTE
SEE CALTRANS STD. PLANS D81 D83
FOR DIMENSIONS, REINF. AND DESIGN /N
THE CONSTRUCTION OF THE DBL. l2' X 8'
RCB (WITH 10) THE DBL. /2'X7' RCB
(WITH 10) EXCEPT AS NOTED ON THIS DRWG.
WEST CHAN. WALL 7'-3" FROM
STA. 76 + 00 TO STA, 77 + 00 TRANS. WEST WALL FROM 7L3"
('77+00) TO 7'-0" (77+50)
SEE PROFILE ON DRWG. 2
SYMM. ABT. -- OF
DBL. I,Z'X 8' RCB
DBL./2'X7'RC3
(� IMPROVEMENT)
I
4.
08L. 12'X 8' RC8 CULVERT
STA. 74+27.85 -- OUTLET
STA. 75 + I7.22 /NLE T
W
K
Q
FENCE POST -�
INSERTS (SEE
NOTES THIS
DRWG. )
Z
4 BARS EQUALLY
SPACED (TOTAL 6)
41�
115�I
� -
-4
2"CLR
W 4
(T YP.)
W
# 4 BAR HOOPS
to o
@ )2 " 0. C,
+' H169 CHAIN L INK FENCE ON TOP
OF PARAPET PER CALTRANS STD,
PLAN F/O ( SEE NOTES THIS DRWG.)
TOP OF PARAPET ELEV.
(SEE ENLARGED PLAN
ON DRWG 5 )
ILA
4�
BARS k5 L J (TOTAL 3) ,t a
12„ to!-J2
W v CONC. 5/DE`Y.4L /C
Z PER CITY Of ONTA9/0
W Q STD. DRWG. /09 A
#7BARSC@12 0.C,X
2' - 0"
1
F
n 4
e
# 6 BARS J I
(TOTAL 3 )
ROOF OF DEL. 12',Y 8' RCB
I„ li (SEE CALTRANS STD. PLAN D81)
INNER WALL -----*"I'!' it
RCB PARAPET DETAIL
3/4'� I' - 0"
� "N0�
CORRECTIONS
AS BUILT
RESIqYNT ENG EER DATE
a
f I
TRANSITION INTERIOR WALL OF
08L . I2' X 7 R C 8 FROM 10" AT STA.
88+35.84 TO 8" AT 5TA.89,'00
AND FROM 8" AT STA. 96 *20
TO 10" AT STA. 96+47. 07
0, C. (MAX.) ABOVE
"f "BARS /N THE RCB
a INVERT (TYP, DBL. )2'X8'
RCB /, DBL./,2'X7' RC8 )
0�
n
FLAT INVERT FOR P
03L. /.Z' X 8' RCB d
DBL. l2 X 7 RCB
EXCEPT AS NOTED v a �,O
0
p p.
INVERT I!"
THICK �T YP )
TYPICAL RCB SECTION
DBL. 12' - 8" R C B ^- STA. 74 + 27.85 TO STA. 75 + 17.22
DBL. 12'-7" RCB--STA. 88+35.84 TO STA. 96+47.07
1/2" = 1- 0"
TYP. C"AN. INVERT
RE/NF.
I
PROY/DE INVERT CROS5
SLOPE OF 48 : I AT STA.
88 +35.84 � TRANSITION
TO A FLAT INVERT AT 5TA.
691'00 FOR D31--12'X7'
RCB TRANSI TIOW SECTION
OBL. /z X 8' RCB CLILYERT
STA. 74 + 27.85 OUTLET
STA. 75 +17.zz INLET
2" CL R.
(TYP)
TYP. RCS INVERT
REINF.
o ,
a
6�rl LET
4 4 BARS e 12" 0. C.
' t BARS @ 18" 0. C.
3" CL R.
/2"
CB CUT-OFF WALL
3/4" = I� - 0"
TAIL
FENCE _POSTS INSERT NOTES
I. LIGHT WEIGHT METAL INSERTS SHALL BE SHEET METAL
TUBES WITH I. D. -3/4" GREATER THAN O.P. OF PIPE USED.
2. POSTS A.QE TO BE GROUTED INTO INSERTS USING NEAT GROUT
OF ONE PART CEMENT AND TWO PARTS OF WATER.
3. LINE POSTS - 1.2" LONG, LIGHT WEIGHT METAL INSERTS,
4. END POSTS 18" LONG, LIGHT WEIGHT METAL INSERTS.
W.O. F01033 1
AOL7 TYP. Cf/AiY l?�ALL 13,4G� FACE
P/rZ7 CAL ,e: F/I!/f
TOTAL = Jr AS 5W,41111 /SEE"
Cf/Ail/NEL SECT/Di!/S ON 0z&Y
,eCB EXTEZrpTZ ,eCB EX rE,e�D,e ADO �� B4,es �1 /B 'O �' ,r
&ALL
�O�
LAP e .- /il/TD zw1'0WNEL ` ZI/ AS
a TYP/SAL .eL'B ` ,,9LL SHDl1//Y
CONSTIII/CT CD�I/L' END BLDC',y PEE IyEST Cy,4N. �YALL -�\ eE/yF. PE,0 D,4LT.0,4WS j
fCD sry PLAY /7G, 4� _ /p srD. P'ZAvs rev D,eDei -
12 ^it
it
F0
-tX-�
STA. 877'/G, 4G
BEG/iV /iYLET DPf/Y/it/G -
FL . 1,:�!. SB C � +' I, � � ENT /rYLET O•aEit//iYG
I �� F.L. 9
TDP DF 6f'ES 7"
CH,4N. il/,4L G 2l�° QE HFD/Z�E�EBT vETi4�sLL
FL D/Y
ST4, B 7t OB /� /,190) I �YrA. B7f3D / E /y1P)
BEG//J/ L'NAti 7,"11/.S
STA. B7fZD/�/till?)
PLAN 5'x 5' RC13 SIDE INLET
It
= 6 '
EXTENh ,2CB /fD/Z. FLDGI/ AOD TYf' 0H.9/f/ `Y,4LL "C.Y -
,e:F/NF. /NTD L'f/ANNfL - FADE !/E/zT/CAL Pf/Nf �d-
GYALL AS 5//DipN 3"D. C. /TOTAL = ¢) AS SAD"
/SEE Ch',9iYi1/EL �'EL' T/Od/S
TYPICAL Cf/Ait/NEL `Y,4LL
iPE/i1/f%SEE C/ %'41EL
SECT/DNS D/Y vZlYG. !o j
DETAIL AIf
EXTEND EX/ST. 3G '' ZCP ;rWa CDNL' END
BLOCk 'lots .S//OW/Y AA/D .4,5' O/,PEL'TfD BV
T,yE ENG/�YEE,Q /,40dUST P/PE 4L/"1j111/E,1r EX/ S T. �G " ,eCP
As ,eEQ�/.PEv)
CONS Te//CT CML� ENO BZAcW
O �� i PE,P FCD ,STD PLA,4/ /7G, f - /Z
2�
2 � �
I
I0,I �
F. L , /D// �8
/
sEE TA/L „ // � �r_ � CD�pST,P//CT ZD C. F DF OBL- S:Y.S ' vEA i \
GCB fill/Th' /0% OEP D,4G T,PAIYS
FDET 4,ZZ S eE/•l/E c- 8 9
11 \ DET,4/L S Oil/ T,f11S 0/I/YG.
TDP of BEST
///Gf/ e'-eyvl4l L /NiY FEiYCE
_�� ON TDP of CNANiYEL `Y.4CL
T \3
,ST,4. 7,��SS. D 7l� /�fP.)
ST,4. 7.3f 77" /
BEG/,I/ /�l'LET DPE.t�/rYG E�/D //1/L ET DPFN/,l/G
F. L . /O//Bl
pp v SEE PZ-7,W/L
,9rW, 737144.79 /�E AW-) STA. Z77,5.57/9/1f1P.) STA. 7:77A84 /jE IWX.)
9EG141 L'"41 T,e,4WS
PLAN DBL: 5' x 5' RC13 SIDE INLET,
w
1/2"= I'-0"
EX/cFT/A/G /" cSTL. P/PES
CDNCZETE END BL D L'K
PE/Z FCO .S'TD oLAiY /7G
As Sh"4?x141
¢"Pl f. GAL!/ ,77Z .
a
TOTAL =
2 ffDDP�' /CUT 74r5 BAILS �__ \
SEE FCD STD PLAN /9G-EX/sT/NG I \�
FD,� ENO BLDG� vETA/LSD > 36 " /ZGP
\ RCP
Y B'
SEE DETA/L 'A "FO,e !?'ALL
,�E/NFD2CEhlEi1/T DET,4/L �S
TOP DF BEST CH/l�f!
X4ZZ-
N /
X
S 1'4, MD t 93 ql (Z /41,')
BEG/N /iYLET DPEH/�G 1
F.L. /D5-O35
j
ST,I. /DOf 79 DG /5E1W1"7)
7
"
(ENO BLOCK)
DETAIL "B"
1/2"=I'-0"
OBL . 5 .r 5 ,ZCB PEP L,4l T,ZA�t:S
O
PLACE �4t BAQS �
'a" "7l" BA,eS /N
TH ,eC�3 rN!/E/I 7-
SECTION A -A
1 /2"= I'-0"
TYP/CAL C.s'A"25Z `Y.4LL
.CAE/.t/F. /DE 7 C//.¢NNEL
SECT/D/YS DN PIZ", 6 )
CDiYSTC,I'C T DDiYL' END
j ► BL Dc/r PEP FG17 sry
,� PLATY / �'� , "t ,•_ /z ,•
C� END G 'x 5 ' IICB
7- 2'7 L. F. OF
G 'x 5' ,eeB / 41/Tf/ /O% PEP
L'4Z T/t,44/5 S TD. ,c7Z, '41-5 PBO
i
OB3 ,4ND PE,e ,7ETA/LS
ON r111,5
N11 hw CH,4/,l/LArYAlFENCE
Cf/,4NiVEL W4GL
COrYC. E�t/p BLe211-'.9' PElP
FCD STD PLA,f1 /7G
4 "oi,4 CALli srL.
P/PE 1177YP)
S/NGLE 5;-5 ,.eCB OP G ;-5 eCB
f'EZ LAL 7Z4WS STD PL,4W oBD y�
v�3
e o
h�
451
BAPS /iY THE ,OCB /N)'E?T
2 /SEE LAL T�,ON�S STD ; - /e
OL.441 "10")
.
A
�i
0
BAQS x LEN6T//�CENTE,PED-
/TDTAL = 2)
it
"xS'ZCB)
j
4 "",4 C.
#9 BAZS x L E/Y6T//-- CE.f/TEQED
(TOT,4L = 3)
L EN6Tf/ _ /8 =D "
z�
cr �
CH.<iYNEL /iY`E,PT�
/SEE TYP SECT/O�YS
Dip 1OpvoY6 ::; )
--bj� \a Nv O
sra./D li.HP) CORRECTIONS
v
IE-11/1p 141Z ET OPEN/NG
F. L , /D5-9. G5
,.SEE pET,,f& "B"FD•Q i"Zz
-
® a ,
/ND/ // 50 Gt/)
STA. /D/t DD /�e hWP)
STA. /DD PD /k /i14P. )
BEG//Y Z'Y, `* 7,-" YS.
PLAN 6' x 5' RC13 SIDE. INLET
AS BUILT
01-Li ��"kj-'Lj &-47z
G
RESID N ENGIN R DATE
/�vvEQr 8 "
T///C,f
.9'-/"/ENO BLDC/f- a "x5'/ZCB)
SECTION C-C
1/2"= I'-0"
it
LJ
,eCB 'd "D/1 LONG/TUD/N,4L BAC�,S
PE.Q CAL T,e14rW, ' D'TD. PLA es
,P" � 08l ^- rr7,eWO LO�YG/T
,eE/NF. /NTD L'/f/1le "ZZ 1415
Sfi' " � PE,Q OET4/LS 4&
.STO PZAW P" (TYP. FD,Z
/NVE�r aF,ecB)
7'YP. ,PC,B S/OE /A/L ET
erg
����A9�� sLDPE/iq,P/ES �. EE PS D
_ ......... o
s.
Zee
LDrYG/T//o/.1/,4L BAQS'
ADD #� BA,E'�'.rLENGT�f/OF OPE�Y/�YG
SECTION B-B
1/2"=1'-0"
W.O. F01033
REVISIONS SAN BERNARDINO COUNTY
MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT
w
EX TE/Z12W /YALL DF
EX/,ST/�G .GCB
I
�- /NVE"/ZT DF E.YI�ST/rYG ,GCB
i s
SEE ChiAN�1/EL ST,Z!/G'Tl/,Z,9L S'ECT/D�/
/iL/PPD!/E/17E�t/T�_, '� D� OEfYG fD,P �z T_"/Ls
ApO e¢ BAP ALD.Y6
E�YT/2E �Y/pTf1 DF
EX/ST. 2L'6 /�Y//E,PT CDA/ST. JD/NT--� i EM.B.
EX/�'T IIC.B C//T--OFF I
6YALL
------------
�L,�L'E�
SECTION B-B
11 ' 1/2=1-0"
/NVEar Df EX/ST.
,PCB /PIIDTECT/,�
V. °
vD�YEL �¢ aA�zs ,4s 3
,3''#294141 / TYP/L',4L. I 2
ENT/,eE W/PTA DF
EX/,ST..eCB /,ti�E,PT� EXl S T. /ZC,B CUT-DFF U14LL. CL e
�P,POTEL'T /,1/ PLliCE)
SECTION A -A
1 / 2" =1 -0"
_SEE Cf/,JiYr!/EL d'TIIUCTU.L�,4L S'EL'T/D.f/
(CON T/�VUD USA
O
�- CONST. JD/NT
S58 STA.
i1/OTE: / 4D11Y,5T. 4TT. 141 `Y ZZ
/N4E,QT CD,f/,S'T /it/!/E/ZT 1-,674,9 '/T/D,l/ SECT/Or!/
,41147 SHALL 8E 35C7-1DN SEE DET,4/L s (�S'EE C//.4iYrYEL =STPUCTUP,4L SECT/"
IJSEO AT D//TLET rZZW.S . I�D",ST,L�E,441 �-y/,S p/ZiYG.) "A " DrY O.Ply6. � FD2 �E7-+41Z •�
,S//DdY/Y /TDP F,4CE DNLYJ �� ��--••''
i
4 l�AP LA
I
EX/ST/NG T,�/PLE of
QCB /P,PDTfC T /�Y PL,4CE>
/NLET EDGE 4FX- 15T. -� -
ec1
GyE,S'T C//Ail! TeA,li,S. `PALL -
FLD`Y
Ar-�C /MP.ZO//E�ENT
-79 30 "'o
__y Cy,4,l/iYEL T.,AWS/T/OrY
/WZ e 7 ,_f/.f�f PATTEZ -/Y
/TDP e BOTTOM FACES)
lf5UT Cl 'A111 I-el4 /S `yALL
-4 t .QOTATE EX 7,eAI P 14114 7-
�E/iYFD,PCE/j1ENT ,4S ,S'HOIY�t/
BEG/rY e"11/rt/EL rZ101 Y.S'/T/Drt/ SEC T/ON l',S'EE C114413125Z _
,S 7WaC TUeAL SEC T/ON
,5 rW . 5-J t 46. Z6i /Z
CDd/,S T. JT. /N W,4fZ
CHANNEL TRANSITION INVERT DETAIL
1 /4"= I1-0�
G N/G// Ch'.9/N L/NiY
FENCE
W Q
QkkA
J�
v
� SPLASH PAO
!/•��/EIS' /Z � G " TD s � p "
SECTION C-C
1/2" 1'-011
4; ' ///,/W
FENL'E Dr1/ TDPQf
C//AiY/YEL "ze
TDP DF EAST eh/4 /il/EL lYALL
--TDP OF SPLAS,'/ P,40
9
(TYo)
SECTION D-D
1/2=1- 0"
UOB/ES /Z �G" TD S=D"
vA�iEs 7 4di
"
5� ,SPLA.Sh' P.40
/P.QOTECT /H PZW6l
�.�'c �: E Tc ,: •^ 1/� R E TE Sl�� A SN F.=� G' ~
WALz-
P L A N _ .-SPLASW-RAD
1 /4" =1 1-01
1
FE/YCE L /A/E POSTS
AS Sf/O!?/iY
/TOTAL = S)
EX /S T. B �il/A/iY BLD�Y-OFF A�'SEdIBLY
q/,P /SAL !iE /f�2DTE�'T /it/ f L r4CE)
I�
NAT//,CAL CPDU�P
II I
N —
a
v�
"1 jv J
j �ArU/ZaL G/lo�No
T� P.
J
9-d
E�. a
o
;v
BEND TDP. "ol BAPS'
"Jill 8.�25� "o. C.
/cvT �/
FOP l�EP,�E,S'S/Dit/J
TOP DF T
C//AiYiYEL X4LL
.®
ELEVATION~EAST CHANNEL WALL DEPRESSION
(LOOKING WEST)
-�_ 1/4"= 11-011
�}333TI qgG
DATE
W.O. F01033
t
DRAINAGE SUMMARY
24" METAL
END
SECTION
EACH
CULVERT PIPE ^- L. F.
MINOR
CONCRETE
(MINOR
STRUCTURE)
Cu. YD.
CLASS A
CONCRETE
(BOX
CULVERT)
CU. YD.
STRUCTURAL
CONCRETE
(24 X 7
CHANNEL)
Cu. YD.
STRUCTURAL
CONCRETE
(24'X 8
CHANNEL)
Cu. YD.
STRUCTURAL
CONCRETE,
(24 X8 -3
CHANNEL)
CU. YD.
STRUCTURAL
CONCRETE
(24'X 10
CHANNEL)
CU. YD.
STRUCTURAL
CONCRETE
(CHANNEL
TRANSITION)
CU. YD.
DETAILS
ON
DRWG.
NO.
ITEM
STATIONS
(� IMPROVEMENT)
11
18
CSP
I3811
11
24
CSP
.109"
��
24"X 18
CSPA
.109"
(F) 150
6 & 8
6
CHANNEL TRANSITION
CHANNEL — 24' X 8'
59+61.58 TO 60+50
60+50 " 71+00
(F) 1672
(F) 86
6
CHANNEL TRANSITION
71 +00 " 71+50
(F) 413
6
CHANNEL - 24' X 10'
71 +50 t1 73+84
(F) 4
(F) 16
(F) 80
7
6 & 8
DBL. 5' X 5' RCB WITH 10
SIDE INLET & END BLOCK
CHANNEL TRANSITION
(LT.) 73+65.57
73+84 74+27.85
(F) 220
6
DBL. 24'X8' RCB WITH 10
74+27.85 75+17.22
(F) 140
6 & 8
CHANNEL TRANSITION
75+17.22 " 76+00
4
5
5
18" CSP
24" CSP
CHANNEL — 24' X 7'
(LT.) 75+27±
1
28
(LT.) 75+84
(F) 886
6
76+00 82 +00
(F) 157
6
CHANNEL TRANSITION
82+00 " 83+00
(F) 693
6
CHANNEL — 24' X 8'-3"
83+00 11 87+30
(F) 3
(F) 10
7
5'X5' RCB WITH 10
SIDE INLET & END BLOCK
(LT.) 87+20
87 +30 " 87+78.58
(F) 85
6 & 8
CHANNEL TRANSITION
(F) 145
6
DBL. 24' X 7' RCB TRANSITION
WITH 10
88+35.84 " 89+00
(F) 1589
6
DBL. 24' X 7' RCB WITH 10
89+00 96+20
(F) 61
6
DBL. 24' X 7' RCB TRANSITION
WITH 10
96+20 " 96+47.07
(F) 467
(F) 73
6
6
CHANNEL TRANSITION
97+55.05 If98+00
98+00 If100+90
CHANNEL — 24' X 8'-3"
26
4
24" X 18" CSPA
(RT.) 100+49±
(F) 80
6
CHANNEL TRANSITION
100+90 it 101+37.38
(F) 3
(F) 10
7
6' X 5' RCB WITH 10
SIDE INLET & END BLOCK
(LT.) 101 +00
1
4
28
26
(F) 23
(F) 2051
(F) 886
(F) 1672
(F) 1160
(F) 413
(F) 851
QUANTITY TOTALS
(F)-FINAL PAY QUANTITY
NOTE
RCBs SHALL HAVE FLAT INVERTS EXCEPT AS
OTHERWISE SHOWN ON PLAN DETAILS.
MINOR CONCRETE (MISC. CONST.)
ITEM
CU. Y D.
CURB & GUTTER
SIDEWALKS
18
27
II
DRIVEWAYS
TOTAL
56
CORRECTIONS
AS BUILT
< RESID NT ENGINEER DATE
W.O. F0103