HomeMy WebLinkAbout3668-20
�n N WD .
I�
Cc
CURB OPENING A--
E
CATCH BASINS-
E�� (�, I
" - -
450
CURB POINT A� OINT B POINT C
L
GIDE
POINT E
w.POINT F Lo -A '
Lc .-DIRECTION OF FLOW PLAN
o � N K WD
zlo
:!
POINT A POINT B POINT C.
FLOW- LINE 'PROFILE
CASE A
H=4'; H, =0.16'
CATCH BASIN ,#C
LOCAL DEPRESSION DETAIL (CASE A)
PROMULGATED BY THE
LOCAL DEPRESSIQNS
STANDARD PLAN
W F•
W
r
AT..CATS. ! BASINS
METRIC
313 -1
REV'IM
SHEET 1 OF 4
I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
CURB
OPENING
E � 4
W
CATCH
BASIN (S)' .
'
S
232.
POINT D .
FLOW UNE
CURB
POINT A
T_
POINT EZo
H=4'; H, =0.16'
CATCH BASIN ,#C
LOCAL DEPRESSION DETAIL (CASE A)
PROMULGATED BY THE
LOCAL DEPRESSIQNS
STANDARD PLAN
PUBUC WORKS STANDARDS INC.,
GREENBOIBM ITTEE
r
AT..CATS. ! BASINS
METRIC
313 -1
REV'IM
SHEET 1 OF 4
I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
POINT D .
FLOW UNE
--3
CURB l
& J
GUTTERI
INT F -- t,-�
2.� DIRECTION OF FLOW p� �l-.0FLOW a
z N L WD' L N L
L
POINT D
�- POINT A POINT C
. "POINT B
FLOW LINE' PROFILE flow LINE
CASE'.113
25 m (1") 150 mm W) 25 mm (111 150 mm (6-) 25 mm (11)
M M M,G,OR VAR.
450 mm VAR.
50 mm VAR. l VAR.
(2")
CURB o • RIDGE
' o
I FACE . p _^ VALLEY VALLEY
at
u��•• •.a. 4 .° �� a ' D•
SECTION A -'A SACT- ION -113-113 SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
LOCAL DEPRESSIQNS
STANDARD PLAN
PUBUC WORKS STANDARDS INC.,
GREENBOIBM ITTEE
r
AT..CATS. ! BASINS
METRIC
313 -1
REV'IM
SHEET 1 OF 4
I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTE:
1. ALL EXPOSED EDGES SHALL -BE ,ROUNDED. TO A 15 mm (HALF INCH) RADIUS.
2. THE CURB FACE AT POINTS, A AND D 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 :DEP-ItESSIO:N*' SHALL MEET `'SHE' ftNIS.HED STREET SURFACE.
4. IN NEW STREETS,:.OR IN EXISTING STREETS' -WHERE -PAVEMENT REMODELING IS INDICATED:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET -H1 H16HER THAN THE GUTTER FLOW LINE
ELEV.AT`IONS -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..GUTIER ADJACENT .TO. THE LOCAL' DEPRESSION, THE ELEVATION OF P -OMT -
E SHALL BE SET Hg HIGHER! THAN' THE -ELEVATION AT THE . NEAREST TOE OF CURB.
5. DIMENSIONS:
H = NOTED ON THE PROJECT PLANS.
H1 NOTED ON .THE PROJECT .PLANS.
Hz = NOTED ON ..THE PROJECT 'PLANS.
H3 a NOTED ON THE PROJECT PLANS.
G = 600. mm .(2 Feet)
K Q 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
FOR 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•-RUBLIC°V{CORK:S�AS8'OCIATION'-�_RQU't�1ERI�: C4IFQRNIA CHAPTER STANDARD PLAN
• � METRIC
• • .LOCAL 'D.EP•RESSl�Ow=S`*Al.tTC�H •.BASMNS'. 313-1
W= 74, v= l u. ui
H=4'; Hi =0.16'
CATCH BASIN #
' :
SHEET 4 OE 4
757'r,' moi'
CATCH BASIN #B5 -B
-LOCAL DEPRESSION DETAIL (CASE A
SCALE-
B5 -A
LOCAL DEPRESSION DETAIL (CASE B)
SCALE- 1' 10'
SCALE:1 "=10'
SCALE:
W=LtJ , V=tS. UU
H=4'; Hi =0.16'
CATCH BASIN #E
LOCAL DEPRESS/ON DETAIL (CASE A)
SCALE.• 1`10'
W=LtJ , V=tS. db
H=4'; H, =0.16'
CATCH BASIN ,#H
LOCAL DEPRESS/ON DETAIL (CASE A)
SCALE.
• 1 "=10'
W=Lts , V=t3. UU
H=4'; Hi =0.16'
CATCH BASIN ,#L
LOCAL DEPRESSION DETAIL CASE A
SCALE.
• 1 "=10'
W=LtJ , V=tf. UU
H=4'; Hi =0.16'
CATCH BASIN #N
LOCAL DEPRESS/ON DETAIL (CASE A)
_, _, ten' 19' 'R' .
SCALE.• 1"--10'
215+71.49 CL CB
04
EXIST.
GROUND
37
a t4_
REC(ClIlD DRAWING`
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
1PORATED INTO THE DOCUMENTS AS
)F.
1 "=10'
TYPICAL SECTION
T 1. =9.0
SHALL BE CONSTRUCTED OF TYPE B ASPHALT CONCRETE AND
TO BE BONDED TO PAVEMENT BY A TACK COAT:
AC DIKE DETAIL
TYPICAL SECTION
L
EX/ST. R/W PROP R/. W
I 46' 46,
12' 34' 34' 12'
EX/S7: EX/ST.
GROUND GROUND 1\ I ,�
5.5'
61
� LEVEL LINE LEVEL LINE ` 27.
II I I I il�l.i 0.1 2\ 2o!
_�q 0.12'
PROPOSED
SIDEWALK 0.5'
I _ - REMOVE EXIST. AC I
PROPOSED & AC BERM PROPOSED
CURB do GUTTER CURB &GUTTER
L YTLE CREEK ROAD FROM STA. 215+44.30 -STA. 216+62.00)
L _-
EXIST. R/W PROP R/W
(E)
46'
I_ 30' _I
34'
(A)(B)(C) 2' OR 25' OR EX/S \ �
1 �, I' VAR/ES TO 34' GRO ND 19 101f I ,�
8" ACI 5.5 6 �,•
DIKE I
LEVEL LINE r
0.12'
PROPOSED
SIDEWALK 0.5'
REMOVE EXIST. AC I
& AC BERM PROPOSED
CURB &GUTTER
(A) 2' FROM 216+80.00 TO 220+00.00
(B) VAR/ES 2' TO 5' 220+00.00 TO 220+50.00
(C) 5' FROM 220+50.00 TO 223+00.00
L YTLE CREEK ROAD (FROM STA. 216+62.00 - 22J+00.00)
12'
r cp� m
�
No. 366
TYPICAL SECTION
T.1.=9.0
L
EXIST R/W PROP R/W --"i
EXIST. R/W (E) I ,
�-(W) 46' 10
I LANDSCAPE
30' LETTERED
I
30' 34' I 12'
EX/ST. 10' 2'� GRO�ND
GROUND 5, 5.5' 6' I
27r, OXo LEVEL LINE I � 27o
0.12
_VARIES PROPOSED ,
11-x'
5
:1 MAX SIDEWALK I. �. 5
REMOVE EXIST. AC
& AC BERM PROPOSED I
CURB &GUTTER
L YTLE CREEK ROAD (FROM STA. 223f50.00 - 239+50.00)
BASIS OF BEAR/NGS: TYPICAL SECT/ON
Ti=9.o
1
CURB
� POINT D GUTTER
OF
W
- B � POINT G -JUcc
DIRECTION OF FLOW � �
On
L N zv
L
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