HomeMy WebLinkAbout2374-110+000
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CAUT/ON .
CONTRACTOR TO NEW Y
HOR/Z• AND INERT. I
L OCA71ONS OF EX/ST/NG
UT/L/T/ES PR/OR TO 1f
CONSTRUCT/ON.
PROTECT /N PLACE �.
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107-.34.98 L/NE!A11 1 r I
EC I
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107-08.59 L/N£ 'A" 20 "W
BC 1 S
107t.02.47 L/NE 'A" I I g
BEG/N 30 RCP
107-00.00 L/NE ",4"
=207-78.76 9'
EX/ST. 42 SD8S 454 '41 �' GY
a111I01
49
SEE L/NE 'A-1 " FOR
CATCH BASIN DETA/LS
117-57.70 L/NE "A"
=107-00.00 ZINE A-1"'
ANGLE PO/NT
Underground Service Alert
�i�_f17-1 a Call: TOLL FREE
U�
1-800
1111
422-•4133
TWO WORKING DAYS BEFORE YOU DIG
SEE DETA/L ';4-"
FOR TH/S AREA SISTA
O' SO EASEMENT
o� �R OT �
50 x15• oo
,1 0'00.
STA' SQA.
51
14+00
NUMBER
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22.50
60100100"
12.99
NUMBER L9EAR/NG D/STANCE
L 1 S 44 22 23" E 33.94'
L2 S .30'37'36" GY 0.87'
1 2
ST• STA 07-50.00 CL 7' CB
=107-76.91 L/NE A-1-
43.15 TC, 42. 15 FL L OC. DEP.
"k"=9919,995 FL 18" RCP
END 18 RCP I
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LINE A
15+00
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45�12 L/NE 'A3BC
147-91.04 ZINE ';4"
=107-00.00 ZINE ';4,_2\
=17-73.64 GREEN 01STA OR.
FOR THIS AREA
HYDf�i9ULC
447
INSTALL 18" RCP 0-2000 ................................... . .............. 125 LF
` A
A
In
= 10734 10 L/NE A-2
4�-
CONSTRUCT 10' CATCH BAS/N PEfR
840
830
D�47A-'
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40
840
l
10+00 10+50
1
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22 F�0QASI
ST. STA. 1(97.64 � d CL 10' CB �'' �
=157-20.05 L/NEA
43, 96 TC, 42.96 FL L OC. DEP.
CH
"?/"= 4.0; 39.96 FL 18" RCP
END 18" RCP 7 - 2.00 ` 45' ' A2 "
27- 20 EC
.- --
__n •-•-- END 11
INSTALL 18" RCP 0-2000 ................................... . .............. 125 LF
ST. STA. TL9764 CL 10' CB
INSTALL 24" RCP 0 IJ50.................................................. .328 LF
In
= 10734 10 L/NE A-2
4�-
CONSTRUCT 10' CATCH BAS/N PEfR
4,3.96 TC, 42.96 FL LOC. DEP.
44
SAN BERNARD/NO CO. STD. OGYG. #206 .................................
O; 39.96 FL 18 RCP
10+00 10+50
1
� G�
22 F�0QASI
ST. STA. 1(97.64 � d CL 10' CB �'' �
=157-20.05 L/NEA
43, 96 TC, 42.96 FL L OC. DEP.
CH
"?/"= 4.0; 39.96 FL 18" RCP
END 18" RCP 7 - 2.00 ` 45' ' A2 "
27- 20 EC
.- --
__n •-•-- END 11
Puri enFi Pule S T
0 20 40 120
ej
10 30 80 160
5CALE•"=-�0'
Z Z_6Z_Nz9
B. C. BEG/N CURB RETURN EX. BROADLEAF TREE
E. C. END CURB RETURN
CL CENTERL/NE' EX. PALM TREE
TC TOP OF CURB - ;t ... EX. CHA/N L/NK FENCE
FL FLOW L/NE
CB CATCH BAS/N Y 1 EXISTING CONCRETE
IMI 1N/ERT _-_ 1-7• _51'0, EX. ST. L/0111 -
RCP REINFORCED CONCRETE P/PE
STA STAT/ON 0 EX. MAN HOLE
CFS CUBIC FEET Pff SECOND
FPS FEET PER SECOND
6820 A/RFY,IRT �lNc9
1 ZV4
IMP wawftm,
o
CO/VSTF?UCT/ON NOTES �Pc OUANT/T/ES
1
INSTALL 18" RCP 0-2000 ................................... . .............. 125 LF
ST. STA. TL9764 CL 10' CB
INSTALL 24" RCP 0 IJ50.................................................. .328 LF
Q---
= 10734 10 L/NE A-2
4�-
CONSTRUCT 10' CATCH BAS/N PEfR
4,3.96 TC, 42.96 FL LOC. DEP.
44
SAN BERNARD/NO CO. STD. OGYG. #206 .................................
O; 39.96 FL 18 RCP
54
55 55
END 18"
56 LOT '�+L
SAN BERNARDINO CO.STD. OGYG, 2206 .................................
1 EA
Puri enFi Pule S T
0 20 40 120
ej
10 30 80 160
5CALE•"=-�0'
Z Z_6Z_Nz9
B. C. BEG/N CURB RETURN EX. BROADLEAF TREE
E. C. END CURB RETURN
CL CENTERL/NE' EX. PALM TREE
TC TOP OF CURB - ;t ... EX. CHA/N L/NK FENCE
FL FLOW L/NE
CB CATCH BAS/N Y 1 EXISTING CONCRETE
IMI 1N/ERT _-_ 1-7• _51'0, EX. ST. L/0111 -
RCP REINFORCED CONCRETE P/PE
STA STAT/ON 0 EX. MAN HOLE
CFS CUBIC FEET Pff SECOND
FPS FEET PER SECOND
6820 A/RFY,IRT �lNc9
1 ZV4
IMP wawftm,
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CO/VSTF?UCT/ON NOTES �Pc OUANT/T/ES
1
INSTALL 18" RCP 0-2000 ................................... . .............. 125 LF
Q
11
L11
INSTALL 24" RCP 0 IJ50.................................................. .328 LF
Q---
INSTALL 30" RCP D-1000 .................................................. 154 LF
4�-
CONSTRUCT 10' CATCH BAS/N PEfR
j
44
SAN BERNARD/NO CO. STD. OGYG. #206 .................................
J 6A-
A
50-
0 -
CONSTRUCT 7 CATCH BASIN PER
SAN BERNARDINO CO.STD. OGYG, 2206 .................................
1 EA
0-
CONSTRUCT STOR/ll/ DRAIN /LTH/JUNCT. STRIJCT. ('CLEANOUT]
PER
x-,3
SAN BERNARD/NO CO. STD. DIyG.208('SEE DETA/L "B') .....
1 EA
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CONSTRUCT CO!/ERED "U" CHANNEL
JURUPA =
AVE
SEE DETAIL ",4) ......................................................................
4 LF
U
CONSTRUCT STOR/G/ DRAIN AI// OCT, 5TRU67 (CLEANOUT)
EXTEND 1W11 RISER
L/NE 'A"
ONTO EX/ST. 42" 510 X/ ORAI IN 1WULBERRY ST. PER
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SAN BERNARDINO CO. STD. PWO 2208 �i0001F/ED) .............
1 EA
•
CONSTRUCT STOP& DRAIN ti/f//JUNCT. STRUCl (CL
PER
T R PCS
SAN BERNARD/NO CO. STD. OGYG.208('SEE DETA/L ':4) .....
1 EA
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ZINE /All
L/NE 'A"
RCP 24" RCP
00 » ,
d ;
tt_ t ,
.1.
"X" 14' MIN.
FOR LENGTHS OVER 7 A SUPPORT BOLT SHALL BE USED
(SEE STANDARD *206x) A
,
,--
I % FRAME&COVER
(EXTRA) I
I ( STD NO.204
I
• I
( r---..----_----�_~�� CURE LINE
4"R FLO LINE
1/4" EXPANSION ' A
N N N N
41/2" •�-� 2"
CURB OPENING DETAIL STD. NO.206a
•' OALV. STEEL T PS ,
BELOW MANHOLE I LOCAL DEPRESSION
SEE STO.NO.206
s. STD. NO. 203
• sFE Sre eer• pz-4 vs
.47 12" O.C.
PIPE TYPE 6 SIZE SHALL BE
SHOWN ON PLANS
ic THICKNESS SHALL BE SHOWN ON
' I PLANS FOR METAL PIPE.
12"O.C. •.: •
' SLOPE FLOOR I" R FOOT
MIN. FROM ALL DI IECTIONS I
SMOOTH
OPTION I /
'• • y. OPTIONAL EL .3 OWN 'X\
JOINTS ON LA
DETAIL OF REINFORCEMENT
SECTION A -A
1, All REINREINFORCING SMALL BE 4 BARS of t2"O.C. BOTH WAYS IN AROUND PIPE
TOP SLAB AND WALLS.
2. CATCH BASIN SHALL BE CONSTRUCTED OF CLASS"A"CONCRETE.
3. CURB 6 GUTTER ADJOINING CATCH BASIN SHALL BE CONSTRUCTED
PRIOR TO CONSTRUCTING TOP OF CATCH BASIN,
SAN BERNAADINO COUNTY TRANS DEPARTMENT 7-4 TYPE 'IA"
John R. Shone 206
Director ofTron3portotlon CATCH BASIN
W' R
SLOPE V4' -I'
• /`` J h '6
`may. •
/ 41/2•• • .
Wco
t ' / ♦ ,
Ix iM
' I CURE ARMOR AND SUPPORT BOLTS
SHALL BE ALHAMBRA FOUNDRY
A-3911 OR EQUAL.
1 LENOTH SHALL BE OPENING
I WIDTH PLUS 12 INCHES
CATCH BASIN STEEL PLATE
f I TO BE USED ONLY WHEN SHOWN ON PLANS
I I NOTES:
• ` ' , I I L FOR NOTES AND OTHER DETAILS SEE STD. N0.206a,
.. i 2. STEEL PLATE SHALL NOT BE USED ON CURVES.
1 CATCH BASIN
STEPS SHALL BE ALHAMBRA
FOUNDARY A -3320,A-3315
OR EQUAL.
3/4" 0 .. ,
NOTES:
I. STEPS - NONE REQUIRED WHER;'Y" Q 3'-4' CA LESS. INSTALL ONE
STEP 16 • MOvX FLQOR WHEN V M MORE PHAN 3'-6' 6 LEss GALVANIZED STEEL STEP
THAN 5'-0'. WHERE V IS mz)nE THAN 5'-0 STEPS SHALL BE
EVENLY SPACED Q 12'6 INTERVALS FROM 16'• ABOVE THE FLDOR TO WITHIN 12" FROM THE TOP OF THE BOX.
PLACE STEPS IN WALL WITHOUT PIPE 0KNINGS AND UNDER MANHOLE,
SAN BERNARDINO COUNTY TRANS.CEPARTMENTt.CATCH BASIN STEEL PLATE
F 12 • 9 John R. Shone -
206b
Director of Tronsportatlon GALVANIZED STEEL STEP.
. a N •
" L/NE 'A" 117-57.70 L/NE "A" LINE 'A"
117-56.12 10-AOO 00 ZINE 'A-1
.32.75 FL 3.322 FL 33.25 FL �
5"
G
10709.91 L/NE ':4-1 " , ' �2 •�8
18 RCP �f �• 9��
N. INV
I /
4"9 BEG.
19-15 /
NOTE. 10706. 19 ZINE 'A-1 " . • . � P� i, 33 i� '���
CONSTRUCT 4 5 LF OF , . , 5
1l l END 24 � SECT/ON `'' , :: � •, ':' ,� / 5 / � 8�:
20' CO/ERED U' CHANNEL 37.85 /N!/ "'� '
FOR CONNECT/ON OF ;; L 17- / ) "�N = 4.62
C.B. AND CLEANOUT, 10701.65 ZINE 'A-1" "V�r-S >2'
USE RE/NF. AND D/iL1S. BEG. 2-1 0 SECT/O
PER S. B. CO. STD. DGYG. 33.22 /Nt/ '�, 1 %G''�•
1209 OWIT AINNHOLE
A.
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of _ .--.- ,- - - - TG
42' • 00
+ ��
11756,12 ZINE A • ' �?'
END _T RCP 11762.44 L/NE 'A • .
32.72 /N!/_
3.25 /N/.
11757.70 L/NE ' 4
=10700.00 L/NE SS/0,
J2.87 /Nl/'A FSC
NOTE. 50 �� Q^
CONSTRUCT M• H./,/. S. � 0
CLEANOUT) PER S.B. CO. NO. 53390 5
STANDARD L?W6 1208.
MOD/F/EO AS SHOLYN EXP. 6-30-99
X s" r6„ DETA/L ':4 " �q c� v I t.
�
F 0'r C AL1F O
V4' R Z"
SLOPE Ip"- P
�N
/ PROTIECTION BAR 3/4" 0 GALVANIZED
I/2' ROUND STIRRUP
•• GUTTER. FLOAT LINE SUPPORT BOLT
• ' ' • • • •• 3 (AUiAMBRA FOUNDRY A-1572 OR EQUAL)
••.' .'• OPTIONALHOOK
,
51gE6 ANGLE 81 SUPPORT BOLT DETAIL,
6"MIN-1
V4 ter.. OPTIONAL ANCHOR
(V2"• G" STUDS)
105 • ~ N
MeGAANGLE V. STEEL 1/2" F STEEL ANCHOR AT 3'-0" O.C,(MAX.)
ANGLE -'��
LENGTH SHALL BE OPENING WIDTH PLUS 12 INCHES
NOTES,
1. A PLAIN ROUND GALVAN.IZEQ STEEL PROTECTION BAR 3/4" IN DIA, SHALL BE
INSTALLED AND EMBEDED CAT EACH END.
2. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. (EXCEPT FRAME AND COVER)
3. SUPPORT BOLTS SHALL BE UNIFORMLY SPACED BUT NOT TO EXCEED VON CENTER.
4, STEEL ANGLE SHALL BE BENT TO MATCH CURB ALIGNMENT.
SAN BERNARDINO COUNTY TRANS. DE P T. CATCH B A S I N
John R. Shone OPENING 2060
Dlrector of Tronsportollon
-N0.6 BARS PLACED
DIAGONALLY
7-
"T"1SHOWAI onl P/JWS
"X": SHOWN ON PLANS.
"Y'•: SHOWN ON PLANS,
"V": SHOWN ON PLANS,
MAX, "X' DISTANCE s 4'
MAX: DISTANCE $ 7'
NO. 6 BARS, 8" O.C.
BOTH WAYS.
� Ir
j
1:2 MIX CEMENT MORTAR
•0 RECAST REINFORCED
3"r
ONCRETE MANHOLE RING
1• . • •. i
' 'l.�•��.1 �IIIII, ING SET IN A THICK BED
F 1:2 MIX CEMENT MORTAR
NO.4 BARS, E" O.C.
NO.4 BARS, B" 0. C. BOTH WAYS
BOTH WAYS j STEPS ON WALL WITHOUT DRAIN
ANO UNDER MANHOLE
i x 3?
of
�''' PLACE 3/4" 0 GALVANIZED
W > s
3-..x' - 3" IRON STEPS IN WALL A
= a MAXIMUM OF 15" APART
w ,
x r x .�•
OLOCAF >
5',� ? '•:
•1:.;x.1: :�+. _:. 1.....;,.
NO.4 BARS, 8" O.C. BOTH WAYS ,
.A -
STEP DETAIL
NOTES:
I. STORM DRAIN CLEANOUT SHALL BE CONSTRUCTED OF CLASS "A" CONCRETE.
2, CLEARANCE FROM I.D. OF PIPE TO CLEANOUT WALL SHALL BE 4" MIN.
3. APPROVED PRECAST CONCRETE MANHOLE SHAFT RINGS WILL BE
ACCEPTED IN LIEU OF CAST -IN-PLACE SHAFT
SAN BERNARDINO COUNTY ROAD DEPARTMENT STORM DRAIN
�r�' �L, .84 M. A. Nicholas 20 8
COUNTY ENGINEER CLEANOUT
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S 892223" E
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ENOINEERINO PLANNING 0 SURVEYING
6820 AIRPORT OR. RIVER5IDF GA. 82504
TEL: (909)688- 241 FAX: (g0q)686-05gq
DES/GNED BY.'
PREPARED UNDER Rl�YS
THE SUPER!//S/ON OF i�
DRAWN BY.'
CHARISSA J.A. LEACH, R.C.E. 51390' DATE JCP
CHECKED z9r-
APPRI DATE C -
R-22 5
0.42'
10702.35 ZINE
.38.55 /NI/.
SLOVER
AVE
DE 1-
»
B»
SANTA ANA
.4/L
x-,3
JURUPA =
AVE
U
EXTEND 1W11 RISER
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TO FS
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CONTENTO AVE LIVE OAK PSE
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9.1 12 ZINE A
147 1
? 35 ZINE 'A-2"
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BEG/N 18 RCP
" ``f":'' '' •;
BEG/N 18 RCP 8VT
38.55 /NI!
38.55 INtl
VIC111 //TY A�1.4P
14790.04 LINE ';4"
SECT.
AA A" END 24 RCP
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38.03 /N!/.
ENOINEERINO PLANNING 0 SURVEYING
6820 AIRPORT OR. RIVER5IDF GA. 82504
TEL: (909)688- 241 FAX: (g0q)686-05gq
DES/GNED BY.'
PREPARED UNDER Rl�YS
THE SUPER!//S/ON OF i�
DRAWN BY.'
CHARISSA J.A. LEACH, R.C.E. 51390' DATE JCP
CHECKED z9r-
APPRI DATE C -
CITY OF FONTANA, CALIFORNIA
TRACT No,. 15701-1 15701 AZ
40'
LINE "A", "A -I", "A-2", "E" & To DATE
STORM DRAIN PLANS 11/16/95
APPRO/EO. OAO'k� t/. �. 7-j f OGYG. No. 1
,�S C/TY ENG/NEER R. C. E. 25126 DATE 2��`'/ J
File name: E:\DRAWING\FONTANA\4774SD ,,, ...•`
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SITE
VIC111 //TY A�1.4P
N.T.S.
CITY OF FONTANA, CALIFORNIA
TRACT No,. 15701-1 15701 AZ
40'
LINE "A", "A -I", "A-2", "E" & To DATE
STORM DRAIN PLANS 11/16/95
APPRO/EO. OAO'k� t/. �. 7-j f OGYG. No. 1
,�S C/TY ENG/NEER R. C. E. 25126 DATE 2��`'/ J
File name: E:\DRAWING\FONTANA\4774SD ,,, ...•`