HomeMy WebLinkAbout3665-340
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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REV. REVISION DESCRIPTION
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CROSS REFERENCES:
SEWER IMPROVEMENT PLAN 3 OF 6
STRUC
STREET IMPROVEMENT PLAN 15
OF
29
SIGNING AND STRIPING PLAN 2
OF
5
TRAFFIC CONTROL (PHASE 3) 5
OF
20
(PHASE 4) 6
OF
20
(PHASE 5) 7
OF
20
(PHASE 8) 17 OF 20
LANDSCAPE CONSTRUCTION PLAN 3
OF 22
LANDSCAPE IRRIGATION PLAN 9
OF
22
LANDSCAPE PLANTING PLAN 15
OF
22
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LINE "B"
- ABANDONED 6"W
0
O N0'35'26"W m
+
00
ON f//W —
t0 4"
Q L~i
a- wJ 7
N =
w to
J �z
w J O
10 J LO .d- LO U)
15LOW
5
z Lo®>
o O ao
LO O
cc o NN
Ix PROP C&G PER ST 1U_ r,--
Al
+ IMPROVEMENT PLANS I MII
/
+ 2
M SHEET NO 11 °° m o 3 + O r.
Q o: D;RAWING 1�0:.36�4 W+ c� M. W �a-
:W PROP :SIERRA /AVE :8" ; ; .J N: ~ m m;Q .� : . . . . . :-
c SS PEI ' SS PLANS . �. �• 0 v , � . . . 11
SHEET N0 .3. :PROP: R/1�1
'. 1 :EXIST :R W -
—0-
4
-4,/ b"W-4 61iW-. 4,/ 6"W 4//G -
STREET
74 75 76 N
z w
J I 2 I 5 3aIE1VKAAVENY2;7I
LLj-t-20 'I 1212I 12"I �5I 12 ,,W /,W
I I 3/8/1w //1 301011 /3 30J1I 25 3/8 30"//IIL 0 3 30
-- -c
'
U
H
Q
M
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
E
E
ST 30" WAITER MAIN TO BEI
CRUSHED -IN-PLACE AND
BACKFILLED WITH NATIVE AGGREGATE.
TOLL FREE -qqmmm""'"1- 800- 227- 2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
-STREET MEDIAN CURB
REV. REVISION DESCRIPTION
I. AS -BUILT
4"G
77'
QF_
�w
78 12"vr w
z w
w 1z"I I 12111 I �� I J w
25 3/ 'W 30„! �` 2 3/8 W
U 0
i Q
T
_ I -- -- -I -1
--
EXIST R/W - EXIST C&G
I
I
CROSS REFERENCES:
SEWER IMPROVEMENT PLAN 3 OF 6
STRUC
STREET IMPROVEMENT PLAN 15
OF
29
SIGNING AND STRIPING PLAN 2
OF
5
TRAFFIC CONTROL (PHASE 3) 5
OF
20
(PHASE 4) 6
OF
20
(PHASE 5) 7
OF
20
(PHASE 8) 17 OF 20
LANDSCAPE CONSTRUCTION PLAN 3
OF 22
LANDSCAPE IRRIGATION PLAN 9
OF
22
LANDSCAPE PLANTING PLAN 15
OF
22
STRUCTURAL DATA
STRUC
STATION
A
B
C
D
JS 331
512+27.19
69'
24"
3'
42"
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
7 09 MR 3(ctr(aq
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
r HE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT
STORM DRAIN CONSTRUM10 NOTES
O1 CONSTRUCT 9'(W) X 89(H) RCB PER PLAN, PROFILE,
AND DETAIL ON SHEET 10.
O2 CONSTRUCT CURB OPENING CATCH BASIN PER PLAN
AND APWA STD PLAN 300-2.
O3 FURNISH AND INSTALL 18” RCP 2250 D.
O4 CONSTRUCT BULKHEAD WITH 8" BRICK AND MORTAR
WITH #4 ® 16" OC E.W.
O5 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE,
AND APWA STANDARD PLAN 334-1.
O6 PROTECT IN PLACE.
�7 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA
STD. PLAN 323-1.
® CONSTRUCT RCB WINDOW PER PLAN, PROFILE, AND
APWA STD DTL 382-1.
0 CONSTRUCT LOCAL DEPRESSION PER PLAN AND APWA
STD PLAN 313 2.
10 FURNISH AND INSTALL 24" RCP 2250 D.
11 FURNISH AND INSTALL 42" RCP 2000 D.
12 CONSTRUCT DBL 8' (W) X 8' (H) RCB PER PLAN,
PROFILE, AND DETAIL ON SHEET 11.
13 FURNISH AND INSTALL 72" RCP 455PD.
G CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE,
AND APWA STANDARD PLAN 333-1.
15 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA
STD PLAN 320-1.
16 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE,
AND APWA STD PLAN 331-2
17 FURNISH AND INSTALL 48" RCP 2000 D.
18 FURNISH AND INSTALL 36" RCP 2000 D.
19 CONSTRUCT TRANSITION STRUCTURE PER PLAN,
PROFILE, AND APWA STD PLAN 343-1.
20 CONSTRUCT TRANSITION STRUCTURE PER PLAN,
PROFILE, AND APWA STD PLAN 342-1.
21 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE,
AND APWA STANDARD PLAN 332-1.
22 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA
STD. PLAN 322-1.
23 FURNISH AND INSTALL CONCRETE COLLAR PER PLAN,
PROFILE, AND APWA STD. PLAN 380-3.
24 JOIN EXIST 24" SD, REMOVE INTERFERING PORTION OF
EXIST. 24" SD.
25 REMOVE BULKHEAD AND JOIN EXIST STORM DRAIN.
AS -BUILT
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
OF QRpEESS/p�9
��Ee SIERRA AVE AND BASELINE AVE IMPROVEMENTS
No. 37 DRAWN BY: STORM DRAIN IMPROVEMENT PLAN SCALE: ,
I.M. SIERR AVENUE 1'=40-
I
_4o
p . 6/30/08 2001 East First Street DESIGNED BY: FROM 2 ' N H OF MICALLEF ST DATE'
Santa Ana, CA 92705 B.A. TO 1045' N H JN/CALLEF ST 07/31/06
sj9 C1V1��� TEL: (714)568-7300 FAX: (714)836-5906 CHECKED Y: P OVED Y:w DRAWING NO.: 3
M.R. z6 3665
Date CITY ENGINEER R.C.E. 51152 DATE: 12