HomeMy WebLinkAbout4091-8CASE A
600 mm 2'
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CATCH BASIN -
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POINT A POINT B POINT C
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SECTION A-8 SECTION .B-8 SECTION C -C
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROyUWAlED 8Y 7FtE--- • •-.__...__ .__....� _...__.._ . ._ _..�..,_.._ _ - --... _-5_•rM_pgRp PLAN
Pusuc 1wlm w""°'�°$ ""' LOCAL DEPRESSIONS AT CATCH BASINS 313-2
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anvxeooK� wrrs V
REV. 1986, 1005
1. ALL EXPOSED EDGES SHALL -BE ROUNDED TO A 15 mm (1/2u) RADIUS.
2. THE CURB FACE AT POINTS A AND .0 SHALL, BE THE NORMAL CURB FACE OF THE ADJACENT CURB,
AT_ POINTS $AND C,..IHE� CURB _FSE. SHALL -8E ;THE.A0RMAL__C��. FACE_,QF TNE_ADJACENT..CURB
PLUS H (SEE. APPLICABLE CATCH BASIN STANDARD PLAN,)
3. IN EXISTING STREETS WHERE NO PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS,
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 RECONSTRUCTION IS SPECIFIED ON THE
PLANS:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 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 ELEVA116N OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER
FLOW UNE,
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E
SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB,
5. DIMENSIONS:
H. H1, H2 AND H3 SHALL BE AS NOTED ON THE PLANS.
G = 600 mm (24")
K = 1500 mm (5'-0")
L = 1800 mm (6'--0")
M - 1200 mm (4'-0")
N d 1500 mm (5'--0")
WD = CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR
MULTIPLE CATCH BASINS.
STANOARD••P-L,A .S• -AOR -PUB ..
_.._.._..�_�.. N UC WORKS-CONSTRI-1GT10N- --- --
" sTANM'�P�AN
_.. I... • _
313-2
5H 4 OF 4
LOCAL DEPRESSIONS AT CATCH BASINS
CASE C - . • C. W�-�r•�� .._
CURB -SIDE CURB -OPENING PLAN
GRATING CATCH BASIN w/ ---AN
CATCH BASIN r GRATING
POINT A POINT B POINT D
POINT E 1 POINT C
T G �pDE ARAIGH*r - -
S�RA� VAS GRADE
POINT, F C POINT G
N L LaL N
BMW I)
GRATE (OPEN
POINT A POINT D PROFILE
POINT B
POINT A"
POINT 8
w
U
4
+ GRATING E
MANHOLE '-
of - ' n
0
SECTION D --D
DIC�A,L �. ►��_�.T�
TOLL FREE -qqmmplw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
POINT G
PROFILE _I
> ? a
SECTION E—E
CA TCH BASIN # 1
LOCAL DEPRESSION DETAIL (CASE B)
CATCH BASIN #3
LOCAL DEPRESSION DETAIL (CASE A)
�� SCALE 1 = f0
CA TCH BASIN #5
LOCAL DEPRESSION DETAIL (CASE A)
61
5 6'
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C36637
CIV11.
OFCAI.�FO� RECORD.DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
Z.7 / 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 THE DOCUMENTS AS
z A RESULT THEREOF.
REV. REI/IS/ON DESCRIPTION DATE ENGR. CITY DATE
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 CONDITIONS AND
2 XECO)eo OxA W/�VG STANDARDS IN EFFECT.
EZY STREET
�S
\ 14'
S
rr�
.to 4
6' S'
0
POINT C
CASED
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r
CURB OPENING PLAN
WD (
CATCH BASIN
POINT A
POINT B
Vall
POINT C
sq/ FOINT
POINTE
GRATING
J
MANHOLE
�yT
R',S
SKIMMER
IN STREET
F
POINT FSTRAIGHT
POINT G
GRADEE
N
K
VALLEY
L•
N
D
GRATE OR MANHOLE
-
OPEN
POINT A"
POINT 8
w
U
4
+ GRATING E
MANHOLE '-
of - ' n
0
SECTION D --D
DIC�A,L �. ►��_�.T�
TOLL FREE -qqmmplw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
POINT G
PROFILE _I
> ? a
SECTION E—E
CA TCH BASIN # 1
LOCAL DEPRESSION DETAIL (CASE B)
CATCH BASIN #3
LOCAL DEPRESSION DETAIL (CASE A)
�� SCALE 1 = f0
CA TCH BASIN #5
LOCAL DEPRESSION DETAIL (CASE A)
61
5 6'
0
�
ic)
Q�pFESS/pN�
O LP
CD M
C36637
CIV11.
OFCAI.�FO� RECORD.DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
Z.7 / 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 THE DOCUMENTS AS
z A RESULT THEREOF.
REV. REI/IS/ON DESCRIPTION DATE ENGR. CITY DATE
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 CONDITIONS AND
2 XECO)eo OxA W/�VG STANDARDS IN EFFECT.
EZY STREET
�S
\ 14'
S
rr�
.to 4
6' S'
0
n
It
of nj
+• li + li
CA TCH BASIN #2
LOCAL DEPRESSION DETAIL (CASE B)
1 "=10'
W=14'
CA TCH BASIN #4
LOCAL DEPRESSION DETAIL (CASE A)
—7ff 90S&E 1 = 10
CA TCH BASIN #6
LOCAL DEPRESSION DETAIL (CASE A)
18+35.16 CL CB#71
I W=14'
BREEZY STR 'T�
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co
CA TCH BASIN #7 CA TCH BASIN #8
LOCAL DEPRESSION DETAIL (CASE B) LOCAL DEPRESSION DETAIL (CASE B)
BENCH MARK: BASIS- OF BEARINGS.-
THE
EAR/NGS:THE BENCHMARK IS AT SOUTHWEST CORNER�O
OF WALNUT & SIERRA AVENUES, 32 FEET THE BEAR/NG OF N 89'5648" W ALONG
SOUTH OF WALNUT AVENUE, 42 FEET WEST THE CENTERLINE OF BASELINE AVENUE
OF SIERRA AVENUE, DR/VE P/N /N AS SHOWN ON PM NO. 1588, P.M.B. 17/95, Z
P#144113E 70-63 FACES INTERSECTION. WAS USED AS THE BASIS OF BEARINGS
ELEVA TION: # 1470.7550 FOR 7717S MAP.
Prep are Under The Supervision Of : C/ T Y OF FON TA NA, CALIFORNIA Q*
E%
L%(((MADOLESTREET IMPROVEMENT PLANS W
s ��2 760-A S. ROCHESTER AVE. DRAWN BY.- SCALE.-
w 3 No. 36637 c , ONTARIO, CA 91761 AA . TRACT 16J83 AND 17460 AS SHOWN
909.937.9151 Q)
Exp: 06-30-08 ngineering Communities for Life www.madoleinc.com DESIGNED BY- ---� DATE.'
� - DETA.- 1. � HEET FEB. 2006
�9T C / V 1 L O���Q- CC AP OVE �D
FCF CALF �D a t e CHECK DAY DRA WING NO.
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C 36637 EXP. 6-30-08 p z 4091 8
WENDELL L. /WA TSURU �%1( CC ,I h1, TTY ENG/NEER R. C. E. 51152 DATE 8
JA652-1942\.streets\.st08.dwo. 8/18/2006 8:56:59 AM. Comelia