HomeMy WebLinkAbout5166-2R /
L W EXIST R ' W
/ CL
46' 46'
12' 34' 34' 12'
6' 5.5' 17.5' 15' 5.5' 6' Imo'
VAR. i 60
w �--SAWCUT
LIMITS
290 w �
2.0% -
r - - --- i 2�IN• --------
5
140 EX. ACJ ` EX. SIDEWALK
P.I.P. WHERE OCCURS
2 9 EX. C&G
SANTA ANA AVENUE - TYPICAL SECTION WHERE OCCURS
FROM STA 10+36.50 TO STA 13+55.00
HORIZ.: 1"=10', VERT.: 1"=2'
T.I.=9.6
RLW EXIST R/W
,LY
/
L
46' 46'
1-0 12' 34' 34' 12'
6 5.5' 4' 28.5' 5.5'6 X0.5'
O60
I w -SAWCUT
wLIMITS
2% i
2% 1 2.0% - - - - - -
MIN -
TYPICAL SECTION
SANTA ANA AVENUE
140 EX. AC EX. SIDEWALK
P.I.P. WHERE OCCURS
2 EX. C&G
s
- WHERE OCCURS
FROM STA 13+55.00 TO STA 19+96.34
HORIZ.: 1"=10', VERT.: 1"=2'
T.I.=9.6
W'LY E'LY
R EXIST R
/W CL /W
1 _ 44' 44' _ 1
0.5" 4
I
I
I'
]
II-
EX. SIDEWALK -
WHERE IT OCCUR
BENCH MARK:
12
7.5'
32'
5' _ 30.5'
L---SAWCUT
LIMITS
IL
f12 w
60 w
�II `-- - -- - -- ---- I 29- M- INS
J -EX. AC
P.I.P.
EX. C&G o
POPLAR AVENUE - TYPICAL SECTION
FROM STA 13+00.00 TO STA 20+05.00
HORIZ.: 1"=10', VERT.: 1"=2'
STREET CONSTRUCTION NOTES
O CONSTRUCT 8" CONCRETE CURB AND 18" PERVIOUS GUTTER PER DETAIL ON SHEET 2,
SEE CITY OF FONTANA STD. NO. 1000 FOR NOTES
O CONSTRUCT 6' WIDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006
s "Ac/5"c
A0 CONSTRUCT 12" MIN 95% COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. NO. 400
6o SAWCUT AND REMOVE EXISTING AC PAVING
14o COLD PLANE EXISTING AC MINIMUM 0.15' DEPTH & AC OVERLAY TO MATCH EXISTING
CITY OF FONTANA BENCHMARK NO. 289
NGVD29, ELEVATION=1032.22'
FOUND RAILROAD SPIKE IN POWER POLE, NE CORNER
CATAWBA AVENUE & SANTA ANA AVENUE
BASIS OF BEARING:
THE BEARINGS SHOWN HEREON ARE BASED ON
THE CENTERLINE OF CATAWBA AVENUE BEING
NORTH 00' 15' 00" EAST PER R.S.B. 79/56.
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NO. I REVISION DESCRIPTION
RECORD 1lw44//1()65
FINISH
GRADE
6" 18"
L
d e to
N
F
tl '0
Ln e °
..d 4
d
11"
8" CURB PER
CITY OF FONTANA STANDARD PLANS
STD. 1000
°
//,--3/8" LIP
,-FS
AC PAVING
8" PERVIOUS
CONCRETE
---18" DEEP MINIMUM
CRUSHED WASHED STONE
PERMEABLE � �� �� (1/2" TO 3/4" NOMINAL
FI L TER FABRIC PER SIZE ROCK)
SECTION 88-1.03 OF CAL TRANS
COMPACTED
STANDARD SPECIFICATIONS 13"
12"
NATIVE
8" CURB & PERVIOUS GUTTER
RECORD DRAWINGS
THESE RECORD DRAWINGS HAVE BEEN PREPARED. IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THESE DOCUMENTS
AS A RESULT THEREOF.
DATE I ENGR. I CITY I DATE
5--15//6 1 JyZ N M. I KT
s`s/►(a
NOT TO SCALE
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS
OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED
FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE
WITH STANDARDS IN EFFECT.
HINGE COVER AF
24• g z INLET INLET RECTANGULARRETOP OF FRAME
(600 MITI TYPE 2 TYPE 1 COVER ?E_
PPE PER
PLN15
_ NOTE 5 E 24•
E aL: F (600 m
o
SECTION A I R �'
INLET TYPE 2 SEESEE
NOTE
NOTE 6
SE
BAR 230 10
5/8" 0 � I 8• 75 mm) MIN
(16ymm} 1 (150 mm)
B r e SEICTION
'-' "`• mm INLET TYPE 1
DETAIL OF ANCHOR
3•
CURB FACE75 mm) CURB FAGS
ANCHOR
FL FL
POINT M POINT N POINT P POINT Q
10' (3000 mm)
PLAN
5
TC GRADE UNE AS
S
SHOWN ON PROFILE
7 246
TIP OF CURB
7 210
7" 240
r 210
FL
-POINT M POINT N
PROFILE
S, INGES
mm
J EMR
SPACING
It
r 240
18" 450
7 246
24• NO
30' 50
36• 900
7 210
7" 240
r 210
SHEET 2 OF 2
44f 1200
5' 180
W 1350
6-1 2�5
BO' 1500
5' 180
W 1650
4' 180
72• flffi0
3-1 1
'OR S = 30• (750 mm) AND LESS, 11,5E 2
IUICHUZS. 011ERWSE, USE 3 AND OM I (100
FOR S = 46' (1200 mm) AND LESS, 0041
B = 3" (75 wn)
u3E 2-1/Yxrx3/8• (54x5lxS5)
C PAM MM ANGLE
DTNBRMSL B = 4 (100 mm).USE 3-1/2•xY'xl/2•
(11%740.7) 6ALVANVM STEEL ANGLE.
J BARS ARE f3 (j1011}
IV (3004 mm)
TIP OF CURB
POINT P POINT 0-1
GALVANIZED STEIEL SIDEW"
ANGLE FINISH
Br;rTat 3:12 SEE NOME 8
TZ
T -XI50 -)
MATO '� SECTION A- A
EASTING - +
•mmIIZ I mm d�
m J BARS �E E
I Ip
ell r.,%Irl r1K, r1l n v
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PRpix4GMEA BY hf
STANDARD PLAN
P"°"'e EOC """M""°° "F
M�°°� ��m9z
PARKWAY DRAIN
151- 2
,.93
SHEET 2 OF 2
qEY 19CB• 200Y
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC710N
SHEET 1 OF 2
QROFESS/ .
'
NO. 33366
cr_ EXPIRATION �
*'. 6-30-2016 : *%
CIVIC
\%F OF CA��F��
NOTES
1. FLOOR OF BOX SHALL BE TROWELED SMOOTH.
2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1
BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.
3. FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND
THE R/W UNE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm)
OR MORE FROM THE R/W LINE,- HOWEVER, THE PIPE SHALL EXTEND
TO THE R/W LINE IN ANY EVENT.
4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT
SURFACE WHERE PRACTICAL.
5. A HEADED STEEL STUD 5/8" x 6-3/8" WITH A 1" HEAD
(16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6. NORMAL CURB FACE AT POINT M AND 0. CURB FACE IS B + 5" (125 mm)
AT POINT N AND P.
7. THE 3' (75 mm) LEG OF THE 5/8' (16 mm) DIA ANCHORS SHALL
BE PARALLEL TO THE TOP OF SIDEWALK.
6. SLOPE = 2.0%.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
151-2
PARKWAY DRAIN
SHEET 2 OF 2
CITY OF FONTANA, CALIFORNIA
Huitt-Zollars, Inc. Ontario DRAWN BY:
P.M. NO. 19527 OAKMONT SANTA ANA WAREHOUSE SCALE:
3990 CONCOURS, SUITE 330 *ONTARIO, CALIFORNIA 91764 * (909) 941-7799 MAY M PO AR AVENUE & SANTA ANA AVENUE AS SHOWN a
DESIGNED BY: DATE:
APPROVED BY MAURICE H. MURAD R.C.E. EXPIRES DATE CLW / � CR STION AND DETAILS
CHECKED BY: APPRO D BY: / DWG. NO.:
33366 6-30-16 Z
/o zo i ` •
M.H.M. 5166
CITY ENGINEER R.C.E. 51152 DATE: 4