HomeMy WebLinkAbout2832-8o, Lim
RAIi
STA. 54+14.81
TGT. NO. 8
FD. 1" IP, C.S.M., FLUSH
ELEV.=1057.66
•f
L
272.53 LIF.
-R 7 R
om! fle-YA
M
Ion
I■■■ ■ ■ `� it �.� __ _'-'.----_..----� � � � . _; _ • . • • , ■■
... , ■!�!il�iil��■� ' i i� ■ I __ 1 - _ _ � . ■■11■iii■
loom
,M.•- ' , - -
No
ROFILE SCALE
- ! ■
.- !
ELEVATION = 1004.88
n CHISLED ■ ON •- OF -. ..
-WEST OF -- •' NORTH •
A • • - AVE.
AM
Di
uji
PIPE TO RECEIVE LUG
1� ,ill � � � � f t I I �`\_� ����' ��� � r,, _ • • � � •
CONSTRUCT
POS W�
�t6 OPENINGS AT H=6"X L=12" SAN BERNARDINO CO. ROAD DEPT.
INETORS
1 I
\7 . ■
38 (42" SIYJ�,
4 C.S.P. TEE EQUAL DISTANCE APART
a
w.�
• , PLAN A
• 7
F
lo
jz
-w
i0
;z
-Q
9
CITRUS
CURVE/LINE TABLE
STA. 10+16.57
STA. 10+36.07 u' S �6 MIN, z 3' N.T.S.
� z CLASS 560–C-3250 ..�'.. =,... ; a ...:. r■■��� ■��■� w
(n w CONCRETE COLLAR : = a.:: - ������ ��� w c�
STA. 11+02.49 acv – �,' , .. ,.
r I _ 13 RCP TO CSP +; _ . /�/�.i
1 9 clq �� Ag
8 1 0
MANHOLE N,O..1 I w o SET TEE SECTION IN WET ANCHOR BLOCK CLASS w (n 1.
INCLUDE 24 STUB SOUTH EAST �P ��Na zCONCRETE FOOTING &TROWEL 560–C-3250 CONCRETE 3 o
R
6 -� F,v 00INSIDE TO DRAIN »B „
LATERAL q
"H" PROFILE HEREON o� 15 STORM DRAIN INLET DETAIL
� – ■ N.T.S.
STA. 11+42.00 C �o 0 �
zaf CONSTRUCTION NOTES
STA. 11 +73.36 40 �� cn
17 0 X08 10
O
DELTA/BEARING RADIUS
LENGTH TANGENT
1
N
00016'01"
E –
329.38' –
2
N
00'16'01 "
E –
230.62' –
3
N
45'16' 01 "
E –
18.57' –
4
N
45'33'51 "
E 22.50'
17.50' 9.22'
5
N
89'49'52"
E –
70.09' –
N&
w
.
CONSTRUCT 24" R.C.P. (2000D) PROP.
EX.
6
PROP.
90000'00"
22.50'
35.34' 22.50'
7
N
00'10'08"
W –
53.50' –
8
N
44'42'35"
W –
44.57' –
9
JN
50'39'53"
E –
37.63' –
Underaround Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
FOREY CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT 12Eco _(2
TOLL FREE 1-800-227-2600 Q Revised CB & Lateral Locations/Profiles
�IJENT: CITY OF FONTANA TWO WORKING DAYS BEFORE YOU DIG REV REVISION DESCRIPTION
TYPICAL GROSS SECTION AT STA Uemr%
00
SCALE: 1 " = 10'
I`
CITY OF FONTANA, CALIFORNIA
ESS�/ L.D. KING, INC.SHOULD CONSTRUCTION OF THE
J•FRFLr)4cin 2151 CONVENTION CENTER WAY PLAN PROFILE FOR REQUIRED IMPROVEMENTS NOT
SU 1008 COMMENCE WITHIN TWO YEARS OF THE CITRUS AVENUE o
�� 9■ ITE STORM DRAIN IMPROVEMENTS DRAWN BY SCALE:
� No. 16434 ONTARIO, CA 91764 DATE OF APPROVAL SHOWN HEREON CITRUS AVENUE STORM DRAIN
(909) 937-0200 - AND CARRIED FORTH IN A DILIGENT CCP AS SHOWN
* Exp. 6/30/01 CITRUS AVENUE
MANNER, THE CITY ENGINEER MAY DESIGNED BY: STA. 60+00.00 TO 65+60.00 DATE:
vo sTq CIV Z -2o �noTOREQUIRE REVISIONS TO THE PLANS TO T 2000 ■
ILcpFOp,� FROM JURUPA AVE, SLOVER AVE' BRING THEM INTO CONFORMANCE WITH MECKED BY: PRO BY DATE: DRAWING NO.: o
12/00 LDKing ► pt CARL J. FR N, R.C.E. Noy. 16434 DATE g j
EXPIRES 6-30-01 CONDITIONS AND STANDARDS IN EFFECT. DHM al
DATE ENGR, CITY DATE 2832
ACTING CITY ENGINEER R.C.E. No. 5115 9
LDK JOB #: 124-07
111 2- SD
'n
Z��,
■
CONSTRUCT 42" R.C.P. (1350D)
uri
in b
+
m >
�7
CONSTRUCT 30" R.C.P. (2000D)
I
I 00
r
w
O
CONSTRUCT 24" R.C.P. (2000D) PROP.
EX.
EX.
PROP.
_
AVENUEII
9
CONSTRUCT MANHOLE PER AMERICAN PUBLIC WORKS R/W
R/W
R/W
R/W
46
46
11
ASSOCIATION STANDARD PLAN 320-1 EXCEPT MANHOLE
-°�
COVER PER SAN BERNARDINO COUNTY TRANSPORTATION
30
( 30'
DEPARTMENT STANDARD PLAN 205
10
CONSTRUCT JUNCTION STRUCTURE PER AMERICAN PUBLIC—�
I
; 5'
5' (
I
WORKS ASSOCIATION STANDARD PLAN 332-1 CASE 1
'
PROP. STORM DRAIN
1
SCALE: 1 " = 40'
11
I
CONSTRUCT CATCH BASIN PER SAN BERNARDINO COUNTY
TRANSPORTATION
I o "
8 W
4" Ga °T °T I
I
I
-
o
0
DEPARTMENT STANDARD DWG. 206 AND
0
0
NOTE:
206A WITH LOCAL DEPRESSION PER SBCTD STD. DWG. 203B
ABOVE GROUND
UTILITIES TO BE RELOCATE BY
13
CONSTRUCT CONCRETE BULKHEAD PER DETAIL "C" ON SHEET 9
r
OTHERS, PRIOR
TO
BEGINNING CONSTRUCTION.PROPOSED
17
CONSTRUCT CONCRETE COLLAR FOR R.C.P. PER AMERICAN
1' MIN.
SEWER
PUBLIC WORKS ASSOCIATION STD. PLAN 380-2
v
Underaround Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
FOREY CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT 12Eco _(2
TOLL FREE 1-800-227-2600 Q Revised CB & Lateral Locations/Profiles
�IJENT: CITY OF FONTANA TWO WORKING DAYS BEFORE YOU DIG REV REVISION DESCRIPTION
TYPICAL GROSS SECTION AT STA Uemr%
00
SCALE: 1 " = 10'
I`
CITY OF FONTANA, CALIFORNIA
ESS�/ L.D. KING, INC.SHOULD CONSTRUCTION OF THE
J•FRFLr)4cin 2151 CONVENTION CENTER WAY PLAN PROFILE FOR REQUIRED IMPROVEMENTS NOT
SU 1008 COMMENCE WITHIN TWO YEARS OF THE CITRUS AVENUE o
�� 9■ ITE STORM DRAIN IMPROVEMENTS DRAWN BY SCALE:
� No. 16434 ONTARIO, CA 91764 DATE OF APPROVAL SHOWN HEREON CITRUS AVENUE STORM DRAIN
(909) 937-0200 - AND CARRIED FORTH IN A DILIGENT CCP AS SHOWN
* Exp. 6/30/01 CITRUS AVENUE
MANNER, THE CITY ENGINEER MAY DESIGNED BY: STA. 60+00.00 TO 65+60.00 DATE:
vo sTq CIV Z -2o �noTOREQUIRE REVISIONS TO THE PLANS TO T 2000 ■
ILcpFOp,� FROM JURUPA AVE, SLOVER AVE' BRING THEM INTO CONFORMANCE WITH MECKED BY: PRO BY DATE: DRAWING NO.: o
12/00 LDKing ► pt CARL J. FR N, R.C.E. Noy. 16434 DATE g j
EXPIRES 6-30-01 CONDITIONS AND STANDARDS IN EFFECT. DHM al
DATE ENGR, CITY DATE 2832
ACTING CITY ENGINEER R.C.E. No. 5115 9
LDK JOB #: 124-07
111 2- SD