HomeMy WebLinkAbout2902-211 1 6.57
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NORM DRAIN CURVE DATA
O
0 OR BEARING
RADIUS
LENGTH
TANGENT
A
91 °23'53"
45.00'
71.78'
46.11'
B
IF 15'36"
794.00'
225.33'
113.43'
C
90°00'00"
45.00'
70.69'
45.00'
D
90°00'00"
45.00'
70.69'
45.00'
E
85°47'58"
45.00'
67.39'
41.82'
F
09°59'47"
22.50'
3.93'
1.97'
G
120'00'19"
600.00'
209.49'
105.82'
H
04°37'49"
1000.00'
80.82'
40.43'
1
66°07'20"
45.00'
51.93'
29.29'
CONSTRUCTION NOTES
22 CONSTRUCT 78" RCP (D -LOAD PER PROFILE)
23 CONSTRUCT 60" RCP (D -LOAD PER PROFILE)
25 CONSTRUCT 48" RCP (D -LOAD PER PROFILE)
26' CONSTRUCT 42" RCP (D -LOAD PER PROFILE)
28 CONSTRUCT 24 RCP (D -LOAD PER PROFILE)
29 CONSTRUCT 18" RCP (D -LOAD PER PROFILE)
32< CONSTRUCT CURB INLET AND LOCAL DEPRESSION
PER CITY OF FONTANA STD DETAIL 121 AND
LOCAL DEPESSION DETAILS ON SHEETS 32 TO 33
35 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 320-0
37 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 322-0
@)CONSTRUCT JUNCTION STRUTURE - PIPE TO PIPE
PER APWA STD PLAN 332-0
40' 20' 0' 40' 80'
GRAPHIC .SCALE: 1" = 40'
12" WATRUNE
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12
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8" 1 WAITERLIN
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1040.98 INV
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HORIZ: 1" 40' i
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VERT: 1" 4'
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�- ---.- CINE B Z8 -RCP 22 10+63.76 PRC ST STA 27 00.00 INLET- 5 32
fyy�N--0 56'00" W L=4.0', V 7.98' _
10+32.74 END 24" RCP,28
~
- � N // 8»
1 1 E - --
" 4
C ` 10+03.2 INT W S I DEWAL _
`� �� t ST STA 12 97.72 INLET 31 3
32 = 10+3 38 LINE B
L=4.0' , V 56' 2+59.50 0 INT LINE__F..,,
" =10+00.00 LATS F- & F-2
-
;� r; 10+35.39 EN 18 RCP 16+ 8.63 INT LINE B
LINE B 7,8i GP ` 1\ 29 N 39°22'00" W 10 00.00 LINE F 10+02.21 BEG 18',' CP
22 N 89°04' i`� = 16+73.76 LINE F 29
'�' 39 10+04.60 0 I T W SIDEWALL 10+05.92 Q INT W SIDEWALL
= 16+52.79 LIE B = 16 73.76 LINE B
t- 10+27.40 END 18 1RCP LAT F-1
�X16+49.54 INT LINE B N PCC N 37°32'18" W
8 WATERLINE>- t{ 10+1 .83 BEG 48 RCPL
= 10+00.00 LAT B-3 25
r N 02 9.r)'37". �1iV. 8" V.C.P.SEWE ST STA 15+64 00
i,
1 _ _- _ INLET 32 '
16+27.67 INT L''�INE� B � -T�� - � � � L=4.0', V=6.0 32
°� 11 , 10+00.00 LAT B-2 T
8 V.C.P. SE�IE -
16+ .:I- _-r - K --`-� _ - - 12+63.19 MH AFT
,
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8" WATERLINE --- -�...� --
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_T700 56'00" W Q►' 10+26.61 PCC
-r-
28 10+17.79 END 241' RCP `;13+16,92 PRC
10+04.60 INT S I DEWAL � O' �i � � +
N 39 = 16+30.92 LINE ,,✓ �� 10+22.68 BC LAT F-2
�' 0, 13+68.85 EC
Lam:
9 10+17.50 END 18" RCP ®r1 Cj� t,, ~ .� z H
60 RCP ST STA 15+64.17 INLET 33
a r,., . , - W,. _�
N 47021'39 E �� �(r 1 23 32 L- 4.0', V=6.44' LINE F 42 RCP i �' 1 Q�QEE�S/py,,.
'�l
3 ST STA 12+61.72 INLET 30 N 89 04 00 E N �{
= t
L=4.0', V=7.06',--, - f ®••� �'CD
6
16+80.41 MN SHAFT '` Y,. „.40' "� ;:: tl ��� u
o Na. 3494
1 37 ST STA 13+00.58 1E '� p • s ,
t.
Exp. Set 0 2
=30" D1 =60„ s�q civic �� o
B'748 D2 =78 - TF DF C AI�F�Q
C-.12.83 ELEV R=1041.01 ELEV S=1040.98 co
J
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING E DESIGN H C®Ns-razuc•raON ' CALIFORNIA ' �
Q T 1
3 RECORD DRAWING
�` I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �oeR°�Ess���q� STREET IMPROVEMENT PLANS FOR
M
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� STEVEN �2� ® 27555 YNEZ ROAD, SUITE 400 TRACT 16074.
AAA SHOWN HEREON AND CARRIED FORTH I N A DILIGENT MANNER �, K. GIFFEN m TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: , SCALE: co
w ,� C ®N S 1� 1_`'rl N G 909.676.8042 FAX 909.676.7240 www.RBF.com EC
LINEB Stay 1®+® ®® t0 Sta. 17+00.00 AS SHOWN S
DIAL � TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO " 3 -31 -
YOU
31404 „ JOB NUMBER
LE
BEFORE "`l\� DAYS BEFORE Exp. PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: F Sta. O®,;OO"ool Sta. 14�-00.00 i
YOU DIG YOU D I BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �,
STANDARDS I N EFFECT. qTF CIVIL o��� SKG APP VED 15--1001$7
DRAWING N0. o
TOLL FREE 1-800-227-2600 of CAt \F �j' DATE: 12-11110o CHEC D B Z! QD 21 Q
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STEVEN K. GIFFEN E N0. 42154 EXP, 3-31-04 SKG 29T 36
RC A TING CITY ENGINEER R.C.E. 51152 DATE:
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fyy�N--0 56'00" W L=4.0', V 7.98' _
10+32.74 END 24" RCP,28
~
- � N // 8»
1 1 E - --
" 4
C ` 10+03.2 INT W S I DEWAL _
`� �� t ST STA 12 97.72 INLET 31 3
32 = 10+3 38 LINE B
L=4.0' , V 56' 2+59.50 0 INT LINE__F..,,
" =10+00.00 LATS F- & F-2
-
;� r; 10+35.39 EN 18 RCP 16+ 8.63 INT LINE B
LINE B 7,8i GP ` 1\ 29 N 39°22'00" W 10 00.00 LINE F 10+02.21 BEG 18',' CP
22 N 89°04' i`� = 16+73.76 LINE F 29
'�' 39 10+04.60 0 I T W SIDEWALL 10+05.92 Q INT W SIDEWALL
= 16+52.79 LIE B = 16 73.76 LINE B
t- 10+27.40 END 18 1RCP LAT F-1
�X16+49.54 INT LINE B N PCC N 37°32'18" W
8 WATERLINE>- t{ 10+1 .83 BEG 48 RCPL
= 10+00.00 LAT B-3 25
r N 02 9.r)'37". �1iV. 8" V.C.P.SEWE ST STA 15+64 00
i,
1 _ _- _ INLET 32 '
16+27.67 INT L''�INE� B � -T�� - � � � L=4.0', V=6.0 32
°� 11 , 10+00.00 LAT B-2 T
8 V.C.P. SE�IE -
16+ .:I- _-r - K --`-� _ - - 12+63.19 MH AFT
,
%i
-` -` y- _.. _G. -� ` ST STA 15+55/33
` w -�
14+88.98 r - _ -- _� -:: - _ _ _ _ �__1 0
5
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( 7
12+36.10 f�CC`t '' ~ - _
8" WATERLINE --- -�...� --
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» v �1 0
---NEt0" RCP 10+02.69 BEG 24I RCP, ` $ -: m. " p q 1, t s- t -, ; -_
_T700 56'00" W Q►' 10+26.61 PCC
-r-
28 10+17.79 END 241' RCP `;13+16,92 PRC
10+04.60 INT S I DEWAL � O' �i � � +
N 39 = 16+30.92 LINE ,,✓ �� 10+22.68 BC LAT F-2
�' 0, 13+68.85 EC
Lam:
9 10+17.50 END 18" RCP ®r1 Cj� t,, ~ .� z H
60 RCP ST STA 15+64.17 INLET 33
a r,., . , - W,. _�
N 47021'39 E �� �(r 1 23 32 L- 4.0', V=6.44' LINE F 42 RCP i �' 1 Q�QEE�S/py,,.
'�l
3 ST STA 12+61.72 INLET 30 N 89 04 00 E N �{
= t
L=4.0', V=7.06',--, - f ®••� �'CD
6
16+80.41 MN SHAFT '` Y,. „.40' "� ;:: tl ��� u
o Na. 3494
1 37 ST STA 13+00.58 1E '� p • s ,
t.
Exp. Set 0 2
=30" D1 =60„ s�q civic �� o
B'748 D2 =78 - TF DF C AI�F�Q
C-.12.83 ELEV R=1041.01 ELEV S=1040.98 co
J
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANNING E DESIGN H C®Ns-razuc•raON ' CALIFORNIA ' �
Q T 1
3 RECORD DRAWING
�` I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �oeR°�Ess���q� STREET IMPROVEMENT PLANS FOR
M
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� STEVEN �2� ® 27555 YNEZ ROAD, SUITE 400 TRACT 16074.
AAA SHOWN HEREON AND CARRIED FORTH I N A DILIGENT MANNER �, K. GIFFEN m TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: , SCALE: co
w ,� C ®N S 1� 1_`'rl N G 909.676.8042 FAX 909.676.7240 www.RBF.com EC
LINEB Stay 1®+® ®® t0 Sta. 17+00.00 AS SHOWN S
DIAL � TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO " 3 -31 -
YOU
31404 „ JOB NUMBER
LE
BEFORE "`l\� DAYS BEFORE Exp. PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: F Sta. O®,;OO"ool Sta. 14�-00.00 i
YOU DIG YOU D I BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �,
STANDARDS I N EFFECT. qTF CIVIL o��� SKG APP VED 15--1001$7
DRAWING N0. o
TOLL FREE 1-800-227-2600 of CAt \F �j' DATE: 12-11110o CHEC D B Z! QD 21 Q
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STEVEN K. GIFFEN E N0. 42154 EXP, 3-31-04 SKG 29T 36
RC A TING CITY ENGINEER R.C.E. 51152 DATE:
I ::
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