HomeMy WebLinkAbout2902-163
-1 T
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=29.88 CFS 00=10.74,"CIFS
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16
17
Z
0
0
RADIUS
LENGTH
TANGENT
A
44'08'57"
22.50'
17.34'
9.12'
LUI 200
90*51'03"
0
LU
0
Z
w
0
+
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13+64.00 END 24 RCP
'e-'�N 89'04'00" E
Z
STA 10+80.00 0 INLETb6cr)
LU
w
co
PROFILE SCALE
HORIZ: 1 40'
VERT: 1 4'
18 19 20 21 22
L=4.0 , V;F6--O-r'-
10+21.54 END 24"
2
10+02.12 0 INT W/SIDEWALL AA
= 13+33.08 LINE C
13+31.58 0 INT LINE C 21+25.52 Q INT. LINE
=10+00.00 LAT C-3 =10+00.00 LAT A-13
10+04.60 0 INT W SIDEWA
O)n.&r,f) 10 1 T k117 A 2L
23
LAT A- 13 N 89'04'007 E I
T C- 28 0
N 44904'00w E 29 N44004'00"E
SEE SHEET
10+23.33 END 18" CP FOR PROF
0
12
13
14
STORM DRAIN CURVE DATA
0
04.
RADIUS
LENGTH
TANGENT
A
44'08'57"
22.50'
17.34'
9.12'
LUI 200
90*51'03"
22.50'
LU
13+59.52 EC
w
cl)
13+64.00 END 24 RCP
'e-'�N 89'04'00" E
STA 10+80.00 0 INLETb6cr)
i=7.0', V=6.69"
)13+32.35 50 MH SHAFT Z
LINJ
ST STA 10+65.51
13+23.84 BC
elll� 30" RCP LINE NE C
N 00*04 57 W
12+91.65 EC
L=4.0 , V;F6--O-r'-
10+21.54 END 24"
2
10+02.12 0 INT W/SIDEWALL AA
= 13+33.08 LINE C
13+31.58 0 INT LINE C 21+25.52 Q INT. LINE
=10+00.00 LAT C-3 =10+00.00 LAT A-13
10+04.60 0 INT W SIDEWA
O)n.&r,f) 10 1 T k117 A 2L
23
LAT A- 13 N 89'04'007 E I
T C- 28 0
N 44904'00w E 29 N44004'00"E
SEE SHEET
10+23.33 END 18" CP FOR PROF
0
12
13
14
STORM DRAIN CURVE DATA
0
A OR BEARING
RADIUS
LENGTH
TANGENT
A
44'08'57"
22.50'
17.34'
9.12'
90*51'03"
22.50'
35.68'
22.84'
ST STA 23+04.50 llu+j bu
SIDEW 40
+ q INLET #0 32 �E 24" 04
19+69.10 LI 3 L=4.0'. Yf&.4Z
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A / ,41 9Ermove AAAt-JHoLj=-
F 0 00 901'AoV
'Ad wW
C- CATCH546)A)6
-* -1-
m V --I - IX
U
CONSTRUi ES
Tat Zw a co)
LINE 'A' 8* WATERLINE I TJ LU Z 22 CONSTRUCT 78" RCP,(D-LOAD PER PROFILE)
EARTH CHANNEL @1A TON CONSTRUCT 30" RCP (D -LOAD PER PROFILE)
ROUGH GRADING PLAN RIP RAP
X < 28 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
ST.50 -ET
PEI 19+65.85 0 INT W/SIDEWALL =LL#9
v-@ 1 CONSTRUCT 18" RCP (D -LOAD PER PROFILE)
co 12+69.49 LINE C L- STA V=5.23+04 86' 0 1
QO) CONSTRUCT TYPE A HEADWALL AND WINGWALL PER
/9 -,,\LINE A 78" r 0 MH SHAFT
'tyN 89004' 19+69.38 L +32.93 END 18" RCP C. CALTRANS STD PLAN D90 E
31 CONSTRUCT SLOPED PROTECTION BARRIER PER
ST STA 22+08.24 CIO
@LINE co APWA STD PLAN 360-0
A 78" RICE 18" RCP LAT C-2 Uj
29 N10.61
n32 CONSTRUCT CURB INLET AND LOCAL DEPRESSION
Ic N 89"04'00" E N 31'00'07w W Septa 30, 2006
PER CITY OF FONTANA STD DETAIL 121 AND
04
ROCK RIP -RAP QUAIL 1 .75 0 INT W/SIDEIALL CIVIL LOCAL DEPESSION DETAILS ON SHEETS 32 TO 33 0 -1
33 CONSTRUCT CURB OPENING CATCH ,BASIN PER APWA
NTS 1.02 LINEA OF C ALW STD PLAN 300-1
0
O CONSTRUCT GUTTER DEPRESSION PER CALTRANS STD
20+ PLAN D78 AND DETAILS ON SHEETS 32 AND 33
9.14 0 INT LINEA
ROCK RIP -RAP GRADATION _2 CONSTRUCT MANHOLE PIPE T6.1 PIPE PER APWA
AT -1 C STD PLAN 320-0
00 L C
(OMIT SHAFT) RECORD DRAWING 1 f 04
LIMIT OF STONE WEIGHT % LARGER THAN O CONSTRUCT MANHOLE PIPE TO,.PIPE PER APWA
STD PLAN 321-0 A'.
W
r
00
-5 CONSTRUCT 1/4 TON ROCK RIP -RAP PER DETAIL
75 LBS 95-100 (DATE) 0
1/2 TON 0
1/4 TON 50-100 VOLANTE DR. VD GRADATION HERE
(sibNATIURE) i&
Co ST UCT TEMP.
TI
CONSTRUCT TIMBERBULKHEA�D
REV. REVISION DESCRIPTION' DATE ENGR. CITY DATE PLANNING E DESIGN 0 CONSTRUCTION
ONTANA, CALIFORNIA
D A At. A-13 BENCH, MARK: BASIS OF BEARINGS:SHOULD CONSTRUCTION OF THE REQUIRED CITY OF F
72E- ADDED STORM -DRAIN LATER 12/01 THE BEARINGS HEREON ARE IMPROVEMENTS NOT COMMENCE WITHIN TWO 0�vEssj STREET IMPROVEMENT PLANS FOR
J10 LL = 1077.40 THE
ON THE CENTERLINE
ADDED J.S. CONNECTION, TRACT 16074
p 3/02
A2 . YEARS OF THE DATE OF APPROVAL SHOWN 27555 YNEZ ROAD, SUITE 400
OF JURUPA AVENUE SHOWN f- m 00
REMOVE M.H. P11 I (gL-- AS NORTH 89'03'21" EAST HEREON AND CARRIED FORTH IN A TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: LINE 'A' LINE 'C' SCALE:
CHISELED BOX IN cm
PER PARCEL MAP NO. CONSULTI G 909.676.8042 - FAX 909.676.7240 m www.RBF.com EC AS SHOWN 0.
DIAL Tun UnDVTflr. RECORD DRAWING EASTERLY TOP CURB, ll)lnr- MkiDir-0 1)0 Ar% DILIGENT MANNER, THE CITY ENGINEER --a
40' 20' Ol 40' 80' TAMARIND AVE.; 60' Exp. 3131 ST-&- 113+81.14- STA. 12+89.49- JUI:5 NUMBER Lo
BEFORE DAYS BEFORE FORTE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO ery PREPARE DESIGNED BY: 23+00.00 STA. 13+8350 1-5-1 0187
SOUTH OF. TAMARIND CT."' MAP, SAID BEARING HAD D YPDE� THE SrRVISION OF:
YOU DIG PEMOVrt O)Z A012 c-�UF-g d -
BRING THEM INTO'CONFQRMANCE WITH K4G AP
YOU DIG lom- SK
500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE VED DRAWING NO.
16
800-227-2600 -F -WAL9 45
GRAPHIC SCALE: 11" - 40' TOLL FREE i 6A) TtFf- CONDITIONS AND STANDARDS IN EFFECT. F K\,%� DATE:
0*00'39" TO NORTH 6e�� /V�47- CHEC-K
A PUBLIC SERVICE BY UNDERG'R'OUND SERVICE ALERT -31-04 S OA7/v �L-
89*04'00" EAST. MICHAEL A. TYLOAN 36
�JkE NO. 43090 EXP. 3 K CITY ENGINEER R.C.E. 51152 DATE: -00