HomeMy WebLinkAbout2505-2.tifVERT: 1.. , = 4` 1�7 I CONSTRUCTION NOTES:
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9 STA. 10+11.97 C/L CATCH BASIN #2
1355.33 TC 1354.33 FL W=27' V=5.00'
P. E. 1357. 7
CITY OF FONTANA BENCHMARK
NO. 378, CIRCUIT NO. 67-5,
30D NAIL IN POWR POLE (NO
NUMBER), SOUTHWEST CORNER OF
BEECH & FOOTHIL_L BLVD., DATE
SEPTEMBER 1967
ELEVATION 1267.84 1
1358. TW
1354.4 TF
1j. qj
s 1>1j1 0
.0
i w
� STA. 10+00.00 C/L FOXWORTH STREET
STA. 10+00.00 PLUMROSE STREET
STA. 10+50.00 C/L CATCH BASIN #1
1355. 74 TC 1354. 74 FL W=14' V=6.00'
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ri z
�J
� I � �� PROPOSED 8" WATER MAIN
� N 89'58' 10" W
-*-*C/[---F7-0-X-W-0-R-TF+.-S-T-RE-E-T--------
PROPOSED 8" SEWER MAIN
I
m
STA. 10+15.21 C/L 36" CMP
DETENTION BASIN
SEE SHEET 3
:••■
CA
CENTERLINE
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
TC
TOP -OF -CURB
INV
INVERT
FL
FLOW LINE
PE
PAD ELEVATION
W
WIDTH
TW
TOP -OF -WALL ELEVATION
TF
TOP -OF -FOOTING ELEVATION
WI
WROUGHT IRON
BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 906.
ZA
II Val
0.0 H,,,-
9 0919�1
CIVIL ENGINEERING CONS U-L2"A'4NTS
ENGINEERING - PIANNING - SURVEYING CIVILCADD SOFTWARE SUPPORT
680 t t a t i t ! 1 • t,• ++ 885-3800
7 CONSTRUCT 24 DIAMETER R.C.P., D -LOAD PER PROFILE
8 CONSTRUCT 36" DIAMETER C. M. P. DRAIN PIPE, 16 GAUGE
CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. NO. 121,
MODIFIED FOR 4" DEEP LOCAL DEPRESSION
10 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD, NO 121,
MODIFIED TO A 4" DEEP DEPRESSION AT FLOW LINE
11 CONSTRUCT GROUTED RIP RAP, 9" NOMINAL ROCK IN CLASS 'B' 8" THICK CONCRETE
12 CONSTRUCT 4' -WIDE CONCRETE GUTTER PER DETAIL "A", SHEET 1
19 CONSTRUCT CONCRETE COLLAR PER DETAIL "C", SHEET 2
tt A f% t`! R [ -r 7 K11 i U Z) [J AIN
ELEVATION
#4 BARS 12" 0. C.
EACH WAY
REINFORCING
4 BAR
18" i
`-\C. M. P. #4 BARS -` -C\j
#4 BAR
NOTES; 1. HEADWALL SHALL BE CONSTRUCTED OF CLASS ' A' CONCRETE.
2. ADJACENT SLOPES SHALL BE 1-1/2 TO 1 MAXIMUM.
3. ALL EXPOSED CORNERS SHALL BE ROUNDED TO 3/4" RADIUS.
DETAIL "D" -- WING -TYPE HEADWALL
12"
ExplOWILM1. �
C ILS
Fc
a
#5 BARS
ELEVATION USE CLASS 'A' CONCRETE SECTION
D TAIL 11 C11 -® RCP COLLAR
REVISIONS � --- }���� ,��f,
En inear Cl y LLY - t s � Q��SSj
Approval Date; Approval Dote:
DRAWN BY
w w' r. NJK �Oi
�
�tri LONNY L.
CHECKED BY
BD No. C -O 321 `y YOUNG
3t5 0 Jy! (e�
% � No. C-043216
SCALE �
L NNY YOU CECT 3 DATE Exp. 3/31/00
JOB No. �,�' �, CIVIL
965023 ' OF C
DATE OF CALICO
28 JAN 97
N. T. S.
TYPICAL
AROUND
POUR AGAINST
UNDISTURBED
NATURAL GRD.
2 x 12 x 12 CAP BLOCK
1/2"x 1" STRUC. STEEL TUBING
12 x 8 x 12 SPLIT
6„
2"x 2" STRUC. TUBING FACE PILASTER
1.0 8' MAX. (RING SPLIT ON ALL 4
SIDES OR SLUMPSTONE)
wi
Zi
-� 2" CLEAR ( TYP. )
z #3 TIE @ 2' O. C.
miJ 3/4" x 3/4" STRUC.
1 n �Y STEEL TUBING 4" #4
0 CONC. O. C. MAX. (TYP) 4'
m FOOTING 6` PILASTER
,- z PLAN VIEW
o iw
#4
CL co
= as
FOOTING LONG. STEEL
873 #4 (TYP)
3" CLEAR 3' -0"
(TYP)
1/2% x 1" STRUC. STEEL TUBING 6" PILASTER
DETAIL "E" -- W. I - /PILASTER FENCE_
N. T. S.
CITY OF FONTANA, CALIFORNIA
STORM DRAIN PLAN -TRACT 14293 scn lE: _ 20,
FOXWORTH STREET DATE:
APPROVED:
��i �.�� '7- -?,_ 977 DRw. No, MAY 1997
r-,,,, CITY ENGINEER RCE 25126 DATE 2505 SHEET 2 OF 4
DETAIL "E" NOTES;
1.
USE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST
2.
ALL MODIFICATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ACI 318, ACI
530 AND UBC.
3.
ALL VERTICAL CELLS ABOVE GRADE CONTAINING REINFORCING STEEL SHALL BE
FILLED WITH GROUT.
4.
ALL WALLS SHALL BE PLUMB AND ALL COURSES LEVEL.
5.
BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 906.
6.
FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI
CONCRETE @ 28 DAYS PER UBC SECTION 2609 LATEST EDITION.
7.
CONCRETE MASONRY UNITS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH
(f'm) OF 1,500 PSI AND MEET OR EXCEED THE REQUIREMENTS OF STANDARDS
SET IN UBC SECTION 2402(b)5 LATEST EDITION.
8.
REINFORCING STEEL SHALL BE DEFORMED BARS HAVING A MINIMUM YIELD
STRENGTH OF 40,000 PSI AND MEET OR EXCEED THE REQUIREMENTS SET FORTH
IN UBC SECTION 2402(b)1O LATEST EDITION.
9.
MORTAR SHALL CONFORM TO UBC TABLE 24-A LATEST EDITION.
10.
GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI @ 28 DAYS
AND CONFORM TO UBC TABLE NO. 24-B LATEST EDITION.
11.
FOOTING TO BE POURED AGAINST UNDISTURBED NATURAL SOIL OR COMPACTED
FILL. SIDES OF FOOTING SHALL BE VERTICAL.
Q ��f-ESS'
12.
ALL WROUGHT IRON SHALL BE TUBULAR SQUARE STEEL WELDED AT CONNECTIONS.
GRIND AND PRIME. ENTIRE FENCE TO RECEIVE 2 COATS OF RUSTOLEUM. SEE
NOR KIND
rr►
ARCHITECT FOR COLOR.
NO. C-33736
13•
6' P I LASTERS TO BE PLACED 16' ON CENTER AND AT ALL ANGLE POINTS.
ExplOWILM1. �
C ILS
Fc
a
#5 BARS
ELEVATION USE CLASS 'A' CONCRETE SECTION
D TAIL 11 C11 -® RCP COLLAR
REVISIONS � --- }���� ,��f,
En inear Cl y LLY - t s � Q��SSj
Approval Date; Approval Dote:
DRAWN BY
w w' r. NJK �Oi
�
�tri LONNY L.
CHECKED BY
BD No. C -O 321 `y YOUNG
3t5 0 Jy! (e�
% � No. C-043216
SCALE �
L NNY YOU CECT 3 DATE Exp. 3/31/00
JOB No. �,�' �, CIVIL
965023 ' OF C
DATE OF CALICO
28 JAN 97
N. T. S.
TYPICAL
AROUND
POUR AGAINST
UNDISTURBED
NATURAL GRD.
2 x 12 x 12 CAP BLOCK
1/2"x 1" STRUC. STEEL TUBING
12 x 8 x 12 SPLIT
6„
2"x 2" STRUC. TUBING FACE PILASTER
1.0 8' MAX. (RING SPLIT ON ALL 4
SIDES OR SLUMPSTONE)
wi
Zi
-� 2" CLEAR ( TYP. )
z #3 TIE @ 2' O. C.
miJ 3/4" x 3/4" STRUC.
1 n �Y STEEL TUBING 4" #4
0 CONC. O. C. MAX. (TYP) 4'
m FOOTING 6` PILASTER
,- z PLAN VIEW
o iw
#4
CL co
= as
FOOTING LONG. STEEL
873 #4 (TYP)
3" CLEAR 3' -0"
(TYP)
1/2% x 1" STRUC. STEEL TUBING 6" PILASTER
DETAIL "E" -- W. I - /PILASTER FENCE_
N. T. S.
CITY OF FONTANA, CALIFORNIA
STORM DRAIN PLAN -TRACT 14293 scn lE: _ 20,
FOXWORTH STREET DATE:
APPROVED:
��i �.�� '7- -?,_ 977 DRw. No, MAY 1997
r-,,,, CITY ENGINEER RCE 25126 DATE 2505 SHEET 2 OF 4