HomeMy WebLinkAbout3884-2I I
�w
f+ I
i
61
1 !1 I
11 ,
If i
F '
i it rr�l ,1'
i
SHEET NO. r ' TR 13616
till'
ll' fit
' 7 I
t rr )
DIRECTION OF FLOW '
W
T ' O w
I
I I
BOUNDARY
I 3 1
�•�; tri
TIMBER TERRACE , ` � _ .,.- :f..f-_�-,:�•__._
�I
I
li
I I! I 1 t
TR 14242
TRACT
;._.. _•.._._.......__ BOUNDARY I' I
) i y
r.
i
I
' f r
r r a
SHEET NO, 6'01
10, j�/ , 11/�/ A/
1"/ '1., 1
00,
r
000
TR 14242-2 /
��'
f _ -
TRA T 17
moi. _
I
4' rE
TRACT
BOUNDARY
APN 193-391-027
'6 ,, - '�ve
00 '
INDEX MAP
SCALE 1:100
.tea►
TOLL FREE ''1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
-' N — KSI.— WD L N
W� q
e! CURB OPENING r = _
E CATCHBASIN ES) 1 - r — I
B
CURB '- POINT A 46n. 0 mms► B CUPoin7 y �Cy POINT D d[RB l
!I
SPOINT C TRAtGy � lG � GUTTER
gp\G GE RIDGEGRADE �Y Qgpf
POINT E
J
W POINT F A B POINT G J W
—DIRECTION OF FLOW P"' f� `N -.—DIRECTION OF FLOW o
orag �N K -- wD-- L NqK—�J z
IPOINT B POINT C POINT D
POINT A FLOW LINE PROFILE Flaw LINE
CASE A
NL `ND L N
W
�W
CURB OPENING — — — — —
_
$E FF w CATCHBASIN (SS) I - ` —' —" —
n3z�
CURB POINT A POINT g sr�'q� POINT D CURB
&
T POINT C ��y CUTTER)
—
POINT E FT H
POINT F �_ C. w
ua. DIRECTION OF FLOW —.- LAN POINT G
m —DIRECTION Of FLOW Q1
a N L _WD L N, J i
=t�POINT D —
POINT *A.POINT B POINT C
FLOW LINE PROFILE -FLOW LINE
CASE B
25 m (11 150 mm w') 25 mm (11) 150 mm (6') 25 mm (i')
M-4— M M,G,OR VAR.
450 mm VAR.
— — — (1.51) 50 mm � YAR, 1 VAR.
—
M
.
CURBRIDGE
FACE + H 4 gg r ♦ VALLEY , ♦ VALLEY
L-- ✓ �.. •-.J •-.. O • D p
D
SECTION A -A SECTION B -B SECTION V. -r.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
LOCAL DEPRESSIONS
STANDARD PIAN
PUBLIC WORKS STANDARDS IND.,
GREENBO 9�OMMR7EE
AT CATCH BASINS
METRIC
313 - 1
REV. 1096
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
ABBREVIATION -
J. S.
JUNCTION STRUCTURE
TS TRANSITION STRUCTURE
fill 1 EXIST. EXISTING
I I,f I CL CENTERLINE
INT. INTERSECTION
EL ELEVATION
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH)RADIUS.
2. THE CURB FACE AT POINTS A AND 0 SHALL BE THE NORMAL CURB FACE. OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3, IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE- OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS. OR IN. EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED.-
THE
NDICATED:THE ELEVATIONS OF POINTS F AND G SHALL BE SET Hl HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D. RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE,
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET Hg HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H = NOTED ON THE PROJECT PLANS.
Hi . NOTED ON THE PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS.
H3 - NOTED ON THE PROJECT PLANS.
G = 600 mm (2 Feet)
K = 1.5 m (5 Feet) -
L = 1.8 m (6 Feet)
M = 1.2 m (4 Feet)
N - 1.5 m (5 Feet)
WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
F&R MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES),
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
VELOCITY CONTROL RING
LOCAL DEPRESSIONS AT CATCH BASINS
313 _ 1
PRECAST RCP SECTION
SHEET 4OF4
__..____...__•._._..__...... 1 /4" SPACING
MORTAR JOINT
! 1'1
i r j
TRACT
BOUNDARY
3"x4"x9"
BRICKS
OF BRICKS
SECTION 'A - A'
DOUBLE BRICK & MORTAR PLUG
N.T.S.
RCP
DRAINAGEDETAIL 'A2'
NOTCH __!T
NOTEi AI
PLATE AND ANCHOR BOLTS NOT SHOWN.
PRECAST RCP SECTION
LOOKING UPSTREAM
INVERT
DRAINAGE NOTCH
40 mm
(1 1/2')
ovv mm
MULTIPLE OF
1.2 m (4'-0.1 TO
NEXT VELOCITY VELOCITY CONTROL RING
CONTROL RING. (PRECAST RCP
SEE NOTE 2
now
0
\,DETAIL 'A3^'
FLOW
5 mm
( 3/16)
4
4 °
ONAU
PL 15mm (I/2) R
360• (GALVANIZING
NOT REQUIRED)
HIGH STRENGTH.
° NON—SHRINK GROUT
25 mm (11) MIN.
L--10 mm 0 r 100 mm
DETAIL 'A2" STUDANCHORJOR LT,
HIGH STRENGTH EQUIVALENT O 450 mm
NON -SHRINK GRbUT (I81 OC, SEE NOTE 6
NOTE,
PLATE AND ANCHOR BOLTS NOT SHOWN. DETAIL 'A3'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
VELOCITY CONTROL RING
STANDARD PIAN
PUBLIC WORKS STANDARDS INC.,
GREENBO COMMITTEE
PRECAST RCP SECTION
METRIC
383-1
1603
,g99
REV., I.
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
1. DRAINAGE NOTCH OF VELOCITY CONTROL PRECAST SECTIONS SHALL
BE PLACED ON THE RCP INVERT AND CENTERED ON THE RCP CENTER
LINE.
2. THE LOCATION AND SPACING OF THE VELOCITY CONTROL RINGS ARE
SHOWN ON THE PROJECT DRAWINGS. THE SPACING BETWEEN THE
RINGS UPSTREAM TO. DOWNSTREAM SHALL BE A MULTIPLE OF 1.2 m
(41-01).
3. PRECAST RCP VELOCITY CONTROL RINGS SHALL BE MANUFACTURED
PER SECTION 207-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION. REINFORCING STEEL CAGES SHALL BE THE
SAME AS THAT OF THE ADJACENT RCP EXCEPT THAT AN ADDITIONAL
CAGE MAY BE ADDED. THE RING DOES NOT HAVE TO BE D -LOAD
TESTED.
4. VALUES D AND H ARE SHOWN ON THE PROJECT DRAWINGS: THE VALUE
H SHALL BE A MULTIPLE OF 37.5 mm (1 1/21.
5. THE MINIMUM INSIDE DIAMETER (0-2H) SHALL BE 900 mm (360).
6. IOM (63) REINFORCING STEEL BARS 300 mm (12') LONG WELDED TO
THE REINFORCING CAGES MAY BE USED IN PLACE OF THE J BOLTS
OR STUD ANCHORS.
7. CONCRETE STRENGTH FOR VELOCITY RINGS SHALL BE 35 MPo
(5.000 PSI) AT 23 DAYS.
S. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
VELOCITY CONTROL RI GMETRIC
PRECAST RCP SECTION 383 - 1
SHEET 2 OF 2
D
Q
L0
N
0
V)
O
0
O
00
00
Ld
00
00
Y)
--4-J
U
q)
O
L
n
KA