HomeMy WebLinkAbout4187-2CASE A
600 mm2'
[WHERE NO EXST GUTTER
- FLOW
POINT A
,CURB OPENING
BATCH BASIN PLAN
B
all
I FLOW
OPEN
POINT D/
PROFILE
POINT B POINT C
r y1CURB OPENING
D _� CATCH BASIN
CASE B c
f �
POINT A G4�c, POINT BPOINT C `sl�.e POINT 0-
�� yA
POINT F
N L
EL -0-1w. i
PLAN
POINT G�
Locow.
L N
FLOW -
POINT A OPEN POINT p
POINT a POINT C PROFILE
SECTION A -A
�I
SECTION 8-8 SECTION C -C
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROWLOATED BY AHE
LOCAL DEPRESSIONS AT CATCH BASINS
p
�
PU@LIC WORKS 3=&QTiD& INO.
°�'°°°K `°"�'
1984
LOCAL DEPRESSIONS AT CATCH BASINS
„�
313 2
REV. 1995, 2W5
SIDEWALK
U %M A A P CI I A F PURL S
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
T 1 0 4
NOT9, $-,
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (1/2") RADIUS.
2. THE CURB FACE AT POINTS A AND .D SHALL. BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
AT POINTS B AND C,_THE Ct�RB FACS_ HALL •BE .THE NORMAL, CURB _F_ACE_.0-F. THE_ADJACENT CURB
PLUSH (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 UNE
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 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 (242l)
K = 1500 mm (5'-0')
L = 1800 mm (61-00)
M = 1200 mm (4'-0")
N = 1500 mm (5'-0")
WD CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR
MULTIPLE CATCH BASINS.
- --- ----- - STANDARD.�.PLi�NS -FOR-PUBtdIC WORKS- CONSTRUCTION-- ------ - --
AVvi'PLAN _
313-2
LOCAL DEPRESSIONS AT CATCH BASINS
CITY OF FON TA NA CA L IFO RN/A
sHeEr
EX/STING
NIL
R/W
33'
\ I
\ I
17 MIN.
\
VARIES 5%
� 1.2��
6
� � 1
S'LY
R/W
52'
7' 33 12'
3' 4' 11'
GRIND &
OVERLAY
1 (0.10' MIN.)
1' 5' 3'
j PROP. MED/ANO
CURB AC
g4� SESREMOVAL �2�
AR/ES /
fi
/\ 9 / 49'-2 499' i\X/\
1
EXIST \U
GROUND AC
REMOVAL
20'i 20'f
EXIST AC VEMENT
SOUTH HIGHLAND AVENUE
FROM STA. 217+82 TO STA. 219+35
Tl= /O.O
N.TS.
EX/STING
N'LY
R/W
33'
13'f 7' 1 7'
J 11'
GRIND &
OVERLAY
I (0.10' MIN.)
k --� PROP.
SIDEWALK
.... 4. , x
\/y'\PROP. CURB
/\ \j j,sx.",K & GUTTER OO
PROP. AC O\r
PAVEMENT
52'
33'
12'
PROPOSED
S'LY
R/W
' 5' 3'
1 PROP. MEDIAN O
\ ,3 PROP. MEDIAN/r`// ;� : �% `i% ; CURB
O CURB '�\\�. \\ ��\� C
\
VARIES I �.87R�ES 2=
REMOVAL
1.2% 9' 2.44. \\�
VAR/ES
1 879'-2 449'
_ - / / PROP.
1 14 , } . SIDEWALK
EXIST.
AC
PROP
GROUND
\'. CURB
REMOVAL&GUTTER
2
\, r� O
20'-+ I 20'-+ //r \�/
EXIST. AC PAVEMENT
SOUTH HIGHLAND A VENUE
FROM STA. 220+25 TO STA. 227+60
Tl=/O.O
N. TS.
EX/ST/NG
N'LY
R/W
33'
13'f
� I ,
O PROP. MEDIAN
\ CURB
VARIES
� 1.2%�
1
PROP. HV
PAVEMENT O
I,a�ll/�Y00A,
S'LY
R/W
52'
4' 3' 40' 12'
1 ' VARIES
GRIND & OVERLAY
;� (0.10' MIN.) 5' 1-3'
\, 1 Z MIN. AC
�i . _ 1.83-2 ES REMOVAL - 2%
03.0 \.
VARIrc
EXIST.
GROUND AC
REMOVAL
20'f 20'f
EX/ST. AC VEMENT
SOUTH HIGHLAND A VENUE
FROM STA. 228+45 TO STA. 229+98
Tl=/O.O
N. T.S.
W'LY
R/W
J 34''
T\
\
VARIES
3q
0o'
EXIST
GROUND 14'f
W'LY
R/W
12'
VAR/ESS 4'
I
EX/ST. GROUND _ \//\ 1
OPROP. MEANDERING
SIDEWALK r
O2 PROP. CURB & j.
GUTTER \�
PROP. AC
PAVEMENT
El Y
R/W
68'
22' 12'
16' 6 13'
GRIND & OVERLAY
(0.10' MIN.) AC
2% .. ,\ EX/ST GROUND
REMOVAL
\ll� .
VAR/ES /\ ss�
1.851-2 85q
SAN SEVAINE ROAD
FROM 53+02.63 TO STA. 56+33.37
T1=6.5
N. T. S. E'LY
R/W
68'
22'
13'
U. I V /Vill V./
AC
REMOVAL
VARIES g8q
�!�_
14'f
22' 12'
5' 3'
2%0
��
VAR/ES
=�4 4Z
EXIST SIDEWALK
I'*--- EX/ST CURB
& GUTTER
EX/ST. IMPROVEMENTS _
HEMLOCK A VENUE
FROM STA. 46+51.07 TO STA. 50+33.98
T1=6.5
N. T. S.
APPROX. 3/4 " EXCEPT APPROX.
714- 1-1/2" ON SLOPING PORTION OF RAMP
f
»
- 114
a a
a
GROOVING DETAIL
NTS
W=PER PLAN
SEE NOTE 3
RETAINING CURB
AT EDGE OF SIDEWALK
RETAIN/NG CURB
c6 ii AT EDGE OF SIDEWALK
PROP.
i�; r}��� i \� SIDEWALK OO
Y
y
- CURB FACE
�.--�_=�/ � SEE NOTE 4 /F LOCATED
=•--
"4`�-`'; X ' PROP. CURB AT CENTER OF CURB RETURN
& GUTTER 4
RETAINING CURB
PROP. AC \r AT EDGE OF SIDEWALK
PAVEMENT O SEE NOTE 3 0 MEN
W z 8.33% 8_33%
Q :z MAX. MAX.
N
TOLL FREE �l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
W=21 ' V=5.5'':
H=4 H1=0.19
CA TCH BASIN #D
LOCAL DEPRESSION DETAIL C
ASE
SCALE.- 1"-10'
1. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP
NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH
OF THE RAMP SHALL BE 4
2. SIDEWALK AND RAMP THICKNESS, "T" SHALL BE 3 1/2"
J. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH
1/4" GROOVES APPROX/MATELY 3/4" 0. C. SEE
GROOVING DETAIL. THE SURFACE OF THE RAMP SHALL
HAVE A TRANSVERSE BROOMED SURFACE TEXTURE
ROUGHER THAN THE SURROUNDING SIDEWALK EXCEPT,
WHEN LOCATED /N THE CENTER OF THE OF CURB RETURN.
4. WHEN RAMP /S LOCATED /N CENTER OF CURB RETURN,
IT SHALL BE GROOVED IN A HERRINGBONE PATTERN
WITH 1/4" GROOVES APPROX/MATELY 1-1/2" O.C. SEE
GROOVING DETAIL. GROOVES SHALL BE ALIGNED PARALLEL
TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS
INTO APPROPRIATE CROSSWALK.
11111111 "I'll" SEE NOTE 3
0" CURB FACE � HANDICAP RAMP DETAIL
NTS
E SEE NOTE 41F LOCATED
a
RETURN
CITY OF FON TA NA CA L IFO RN/A
O
14
14
ed Under ervision :
Prepay p
SIDEWALK
S T REE T /MPR O VEMEN T PLAN
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
n
�'`
' \PROP. CURB
���°��,�.
Q s
& GUTTER
APPROVAL SHOWN HEREON AND CARRIED FORTH /N A
PROP. AC
SUITE 200
CA 91761
EXIST. IMPROVEMENTS
PAVEMENT
SCALE.-
AS SHOWN
SAN SEVAINE ROAD
FROM 53+02.63 TO STA. 56+33.37
T1=6.5
N. T. S. E'LY
R/W
68'
22'
13'
U. I V /Vill V./
AC
REMOVAL
VARIES g8q
�!�_
14'f
22' 12'
5' 3'
2%0
��
VAR/ES
=�4 4Z
EXIST SIDEWALK
I'*--- EX/ST CURB
& GUTTER
EX/ST. IMPROVEMENTS _
HEMLOCK A VENUE
FROM STA. 46+51.07 TO STA. 50+33.98
T1=6.5
N. T. S.
APPROX. 3/4 " EXCEPT APPROX.
714- 1-1/2" ON SLOPING PORTION OF RAMP
f
»
- 114
a a
a
GROOVING DETAIL
NTS
W=PER PLAN
SEE NOTE 3
RETAINING CURB
AT EDGE OF SIDEWALK
RETAIN/NG CURB
c6 ii AT EDGE OF SIDEWALK
PROP.
i�; r}��� i \� SIDEWALK OO
Y
y
- CURB FACE
�.--�_=�/ � SEE NOTE 4 /F LOCATED
=•--
"4`�-`'; X ' PROP. CURB AT CENTER OF CURB RETURN
& GUTTER 4
RETAINING CURB
PROP. AC \r AT EDGE OF SIDEWALK
PAVEMENT O SEE NOTE 3 0 MEN
W z 8.33% 8_33%
Q :z MAX. MAX.
N
TOLL FREE �l -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
W=21 ' V=5.5'':
H=4 H1=0.19
CA TCH BASIN #D
LOCAL DEPRESSION DETAIL C
ASE
SCALE.- 1"-10'
1. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP
NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH
OF THE RAMP SHALL BE 4
2. SIDEWALK AND RAMP THICKNESS, "T" SHALL BE 3 1/2"
J. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH
1/4" GROOVES APPROX/MATELY 3/4" 0. C. SEE
GROOVING DETAIL. THE SURFACE OF THE RAMP SHALL
HAVE A TRANSVERSE BROOMED SURFACE TEXTURE
ROUGHER THAN THE SURROUNDING SIDEWALK EXCEPT,
WHEN LOCATED /N THE CENTER OF THE OF CURB RETURN.
4. WHEN RAMP /S LOCATED /N CENTER OF CURB RETURN,
IT SHALL BE GROOVED IN A HERRINGBONE PATTERN
WITH 1/4" GROOVES APPROX/MATELY 1-1/2" O.C. SEE
GROOVING DETAIL. GROOVES SHALL BE ALIGNED PARALLEL
TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS
INTO APPROPRIATE CROSSWALK.
11111111 "I'll" SEE NOTE 3
0" CURB FACE � HANDICAP RAMP DETAIL
NTS
E SEE NOTE 41F LOCATED
a
AT CENTER OF CURB RETURN
s� CONSTRUCT/ON NOTES:
c3�o m CL
LU °1: i!Y v -f M
EXP ` ~ 5' MIN. PER PLAN (1' MIN.) O CONSTRUCT 6.5" MIN. AC ON 12" MIN. COMPACTED NATIVE SOIL (959' COMPACTION) PER I�
\P GRIND 0.10 MIN. CITY STD. PLAN NO. 1001.
CrV� W
EXIST PAVEMENT AND SAWCUT AND REMOVE
q�OFCAl.1�'OVERLAY 0.10' MIN. EX/ST. PAVEMENT O2 - CONSTRUCT 8" CURB AND GUTTER PER CITY STD. PLAN NO. 1003.
_ I _ W
CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1003.
v'A
G�_ CONSTRUCT 4" THICK P.C.C. SIDEWALK PER C/TY STD. PLAN NO. 1015. ("W" PER PLAN).
-ell s7 ! Z NEW PAVEMENT 1 'GRIND EXISTING AC PAVEMENT 0.10 MIN. PER DETAIL ON SHEET NO. 2 cl-
RECUnD
EX/ST. PAVEMENT 14 CONSTRUCT VAR/ABLE THICKNESS AC PAVEMENT OVERLAY (0.10 MIN.) PER DETA/L ON SHEET NO. 2
DRAWING AC OVERLAY :_`DETAIL �
NTS., W
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
BE MARK.'IS.B. CO. SPSN-00534 BASIS OF BEARINGS:
PART, ON THE BASIS OF INPORMATiON COMPILED AND THE BASIS OF BEARINGS FOR THIS MAP IS THE
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE NEAR N/W CORNER HIGHLAND & SAN SEVAINE NORTH LINE OF THE NORTHEAST QUARTER OF
AVES, 343 FT. N OF HIGHLAND, 0.2 MI. W OF SECTION 35, TOWNSHIP 1 NORTH, RANGE 6 WEST, r ,,
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH SAN SEVAIN& IN S CONC. BASE of S.C.E: TOWER SAN BERNARDINO MERIDIAN, SHOWN AS IN 89' 39' v 1
HAVE BEEN INCORPORATED INTO THE DOCUMENTS. AS 195, 2.65 Ml. W ALONG HIGHLAND AVE FROM 56' r ON TRACT MAP No. 16078, FILED IN BOOK
A RESULT THEREOF. SIERRA AVE 281, PAGES 69 THROUGH 72, INCLUSIVE; OF MAPS, 0
ELEVA TION: jf 1, 428.6090 RECORDS OF SAN BERNARDINO COUNTY.
RETURN
CITY OF FON TA NA CA L IFO RN/A
SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS
ed Under ervision :
Prepay p
S T REE T /MPR O VEMEN T PLAN
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
.QRpFESS/pN
L I �'q F2
���°��,�.
Q s
MA D O L E 1455 AUTO CENTER DRIVE
APPROVAL SHOWN HEREON AND CARRIED FORTH /N A
? G Z
w �No. 36637 c mITll
SUITE 200
CA 91761
DRAWN BY
DM
DETAIL- SHEET
SCALE.-
AS SHOWN
d'
D/L/GENT MANNER, THE CITY ENGINEER MAY REQUIRE
Exp: 06-30-08
miff"ONTARIO,
909.937.9151
Engineering Communities for Life www.madoleinc.com
T O. 17824
DESIGNED BY
DA TE.•
IV
s
EF
JUNE, 2006
Z
REVISIONS TO THE PLANS TO BRING THEM INTO
"9T C i V I
0
�_,,Date �lJ�
•�j.
CHECKED BY
APP OI/ED _
C
DRAWING NO.
2OCALF
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
RCE 663 EXP, 6- 0-08
DJ/GH J. M,
.
V
4187
6
lTY ENG/NEER R.C.E. 51152 DATE
WENDELL L. /WA TSURU
The Su of
CITY OF FON TA NA CA L IFO RN/A
SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS
ed Under ervision :
Prepay p
S T REE T /MPR O VEMEN T PLAN
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
.QRpFESS/pN
L I �'q F2
���°��,�.
Q s
MA D O L E 1455 AUTO CENTER DRIVE
APPROVAL SHOWN HEREON AND CARRIED FORTH /N A
? G Z
w �No. 36637 c mITll
SUITE 200
CA 91761
DRAWN BY
DM
DETAIL- SHEET
SCALE.-
AS SHOWN
d'
D/L/GENT MANNER, THE CITY ENGINEER MAY REQUIRE
Exp: 06-30-08
miff"ONTARIO,
909.937.9151
Engineering Communities for Life www.madoleinc.com
T O. 17824
DESIGNED BY
DA TE.•
IV
s
The Su of
CITY OF FON TA NA CA L IFO RN/A
SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS
ed Under ervision :
Prepay p
S T REE T /MPR O VEMEN T PLAN
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
.QRpFESS/pN
L I �'q F2
���°��,�.
Q s
MA D O L E 1455 AUTO CENTER DRIVE
APPROVAL SHOWN HEREON AND CARRIED FORTH /N A
? G Z
w �No. 36637 c mITll
SUITE 200
CA 91761
DRAWN BY
DM
DETAIL- SHEET
SCALE.-
AS SHOWN
d'
D/L/GENT MANNER, THE CITY ENGINEER MAY REQUIRE
Exp: 06-30-08
miff"ONTARIO,
909.937.9151
Engineering Communities for Life www.madoleinc.com
T O. 17824
DESIGNED BY
DA TE.•
s
EF
JUNE, 2006
Z
REVISIONS TO THE PLANS TO BRING THEM INTO
"9T C i V I
0
�_,,Date �lJ�
•�j.
CHECKED BY
APP OI/ED _
C
DRAWING NO.
2OCALF
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
RCE 663 EXP, 6- 0-08
DJ/GH J. M,
.
V
4187
6
lTY ENG/NEER R.C.E. 51152 DATE
WENDELL L. /WA TSURU