HomeMy WebLinkAbout3861-3U p ` n n'
a -+-DIRECTION OF FLOW r�i v
ca
z N K w
POINT A POINT B POINT C
FLOW LINE PROFILE
CASE A
N L-
W
w Z
CURB OPENING
E o CATCH BASIN (S)
W Q
x
w3:z0
CURB POINT A O�
5
POINT E
POINT 1
DIRECTION OF FLAW -�-
C)
Z N L-
U
P- LAN-
�----- wD
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 DEPRESSION•SHALL MEET THE FINISHED 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 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 HZ HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO .GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF -MNT-
E SHALL BE SET H3 HIGHER. THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H = NOTED ON THE PROJECT PLANS.
H1 = 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 In (5 Feet)
L = 1.8 m (6' Feet)
M = 1.2 In (4, Feet)
N = 1.5 m (5 Feet)
WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTftE 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.
RECORD DRAWING
QRoFESSIO,
0- N0. 58020 m
01
PA U . HUDDLESTON 'RCE DATE
HUNSAKER & ASSOCIXT�S
I. R V I N E N
i PLANNING - ENGINEERING - EiURVEV►:NG
2900 ADAMS ST STE. A-15, RIVERSIDE, CA. 92504
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHIERN CALIFORNIA CHAPTER
N
LOCAL DEPRESSIONS AT CATCH BASINS
K-
w
W
LENGTH
Ll
N 10"03'59 "W
_
L2
CURB
OPENING
E Lao W
N 13"20'46 "E
CATCH
BASIN (S)
a
0=
45.00
37.52
19.93
C3
4704629"
25.00
20.85
11.07
C4
10000'02"
110.00
19.20
9.62
C5
90000'00"
30.00
' "'"'
CURB POINT A
C6
9336'12"
30.00
49.01
(1.57
7
17050'26"
� G�1
34.25
17.27
C8
215"01 '39"
40.00
150.12
POINT E
C9
15"05'05"
110.00
w
POINT F
U p ` n n'
a -+-DIRECTION OF FLOW r�i v
ca
z N K w
POINT A POINT B POINT C
FLOW LINE PROFILE
CASE A
N L-
W
w Z
CURB OPENING
E o CATCH BASIN (S)
W Q
x
w3:z0
CURB POINT A O�
5
POINT E
POINT 1
DIRECTION OF FLAW -�-
C)
Z N L-
U
P- LAN-
�----- wD
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 DEPRESSION•SHALL MEET THE FINISHED 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 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 HZ HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO .GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF -MNT-
E SHALL BE SET H3 HIGHER. THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H = NOTED ON THE PROJECT PLANS.
H1 = 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 In (5 Feet)
L = 1.8 m (6' Feet)
M = 1.2 In (4, Feet)
N = 1.5 m (5 Feet)
WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTftE 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.
RECORD DRAWING
QRoFESSIO,
0- N0. 58020 m
01
PA U . HUDDLESTON 'RCE DATE
HUNSAKER & ASSOCIXT�S
I. R V I N E N
i PLANNING - ENGINEERING - EiURVEV►:NG
2900 ADAMS ST STE. A-15, RIVERSIDE, CA. 92504
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHIERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
313 -1
LOCAL DEPRESSIONS AT CATCH BASINS
LINE
SHEET 4 OF 4
ON ME
ISE M ME
ON MEE MEMO ME
MEMO M MEN ME
0 MEMO 0
MEN 0
■■�■ems■■�■■�■■ ° ■ ,NOME R EEMEMMESSIMMENONE NONNI MENIMMEME No MEMOMME ISIMMEMESSIMMEm IMEMEMEM ME! -
MENEM No MEMO ME MENEM MEN 0 MEMEMEM MOMMEMEMMEM
IMMEMEME IMMEMEMEM =1 MENNEN MEMEMEMEEM
00 MEE IMEMESSIMME
MENEM ME 0 MEE 0 mommommmm
�i�i■�::�i�■a IMMEMOME MOEN■iii MMMMMMMMMMMMMMM
MMMMMMMMM:.IMMEMEMEMEM MMMMMMMMMMMMM MOMMEMEME
'�i■■�iarr5IMMEMEMEM
NE MMMMMMMEMMI
mommosommosomoms IMEMOMMEMEMOMMEMMEEMMM__OEM 00iMEoi ■
AMEMEME MENEM MEE 1-2-0 MEMMEMEMMEME NEESE MEMO ME0 MENEM MMMMMMMEMMMMEMMMMMMM 0 MEMO wamm MEMO MEMEMO MMMMMMMMMMMEMIMMM IMMEMEMEMEMEM no IMMEMEMEME MEMO 0 M F�j nom M MEMEMEMEME MENNEN noNo MEMOS IMMEMMOMMEMEM MENNENIMMEM MEE wim Fm ONE=I -MEEMMMMMMIEMMMMMMMME MONSOON MOMMEME NONE MI MEMEMEMEMEMEMEMEIMMOMEMEMME! M ONE IMMEMMEM MEMEMEMEMONSOON MOENMEN 0 MEMEMOMMEMEMEMOMME IMMEMMEMEMEMEMM MONSOON EMEMEMOMME
CONS TRUC TION NO TES
O CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
COMPACTED TO 959'. (SEE GENERAL NOTES 31 & 32).
O2 CONSTRUCT 6" CF-P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
O4 CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED V'" -B)
O5 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O6 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015.
O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005.
"W" PER PLAN.
O9 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 109 & 130.
10 INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
11 INSTALL STREET LIGHT, KING LUMINAIRE # K118 -EAR -11-150 HPS-
K16-HSS-TS-PR-EDISON LEXAN LEXAN NOSTALGIC POLE
Q O REV.
DIAL TWO WORKING
BEFORE ` DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE; 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _
JANELL LANE
SEE SHEET 2
10 N I I II 164' 11
132 32 I
, ►; 7 TYP. ^ m 1 22' 22' 119
` o v N N t co Imo`
00 A ]
II O ^ o
PROP. R/W v1
r�. -
G►P J I ,c- " I ,h,
636.5� c I I I
y FS' 3 0
\ 9 6 PROP. 8' SEWER 2. "?
1 6 6 5
h > > +00 _ '- - o z 9
oo LINE OF SIGHT 6 s oo 1
LO � P OP 8 �= ATER 6 � N oo ,
�5 W � W W -I-- W --00
56
W
JQ''�• o v Ai ' m
PROP. RW
o j z m
/ II
"' � ZO � __jZ ZC�
06 00 v o o � ► i '
m�R oIP16 Q TYP. 7 v c ^( o o:� z v1y))
0• � P Q
�0 W o 1 WN (16o z�
°� 11 Q►� �Z W50 48 47 46
LINE TABLE
TABLE
LINE
BEARING
LENGTH
Ll
N 10"03'59 "W
42.71
L2
N21 "30'35"W
50.00
L3
N 13"20'46 "E
49.88
Q O REV.
DIAL TWO WORKING
BEFORE ` DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE; 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _
JANELL LANE
SEE SHEET 2
10 N I I II 164' 11
132 32 I
, ►; 7 TYP. ^ m 1 22' 22' 119
` o v N N t co Imo`
00 A ]
II O ^ o
PROP. R/W v1
r�. -
G►P J I ,c- " I ,h,
636.5� c I I I
y FS' 3 0
\ 9 6 PROP. 8' SEWER 2. "?
1 6 6 5
h > > +00 _ '- - o z 9
oo LINE OF SIGHT 6 s oo 1
LO � P OP 8 �= ATER 6 � N oo ,
�5 W � W W -I-- W --00
56
W
JQ''�• o v Ai ' m
PROP. RW
o j z m
/ II
"' � ZO � __jZ ZC�
06 00 v o o � ► i '
m�R oIP16 Q TYP. 7 v c ^( o o:� z v1y))
0• � P Q
�0 W o 1 WN (16o z�
°� 11 Q►� �Z W50 48 47 46
CURVE
TABLE
BRASSCAP IN THE CONCRETE BASE OF
THE BRG. N089.59'31 "E
a E-
'DEL'Tk`;-
RADIUS
LENGTH
TANGENT
C1
72"04'58"
60.00
75.48
43.66
C2
47"4629"
45.00
37.52
19.93
C3
4704629"
25.00
20.85
11.07
C4
10000'02"
110.00
19.20
9.62
C5
90000'00"
30.00
47.12
30.00
C6
9336'12"
30.00
49.01
31.95
C7
17050'26"
110.00
34.25
17.27
C8
215"01 '39"
40.00
150.12
126.76
C9
15"05'05"
110.00
28.96
14.56
C10
6040'53"
1000.00
116.31
58.37
Q O REV.
DIAL TWO WORKING
BEFORE ` DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE; 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _
JANELL LANE
SEE SHEET 2
10 N I I II 164' 11
132 32 I
, ►; 7 TYP. ^ m 1 22' 22' 119
` o v N N t co Imo`
00 A ]
II O ^ o
PROP. R/W v1
r�. -
G►P J I ,c- " I ,h,
636.5� c I I I
y FS' 3 0
\ 9 6 PROP. 8' SEWER 2. "?
1 6 6 5
h > > +00 _ '- - o z 9
oo LINE OF SIGHT 6 s oo 1
LO � P OP 8 �= ATER 6 � N oo ,
�5 W � W W -I-- W --00
56
W
JQ''�• o v Ai ' m
PROP. RW
o j z m
/ II
"' � ZO � __jZ ZC�
06 00 v o o � ► i '
m�R oIP16 Q TYP. 7 v c ^( o o:� z v1y))
0• � P Q
�0 W o 1 WN (16o z�
°� 11 Q►� �Z W50 48 47 46
11
SCALE.' 1 = 40
N
L6
%I-2�
.. 0
S�-
W
BASIS OF BEARINGS.-
EARINGS.BRASS
BRASSCAP IN THE CONCRETE BASE OF
THE BRG. N089.59'31 "E
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2
MI WEST
ALONG THE CL SUMMIT AVE
OF SAN SEVAINE RD., 2.65 MI WEST
AS SHOWN ON TR NO.
16427-1, M.B. 29617-11.
OF SIERRA AVE.
O
ELEVA TION: # 1428.609
0,
opo
C/T Y
OF FONTANA, CAL/PORN/A
Prepared Under The Supervision Of
QR�ION
0
PREPARED IN THE OFF/CE OF
11
SCALE.' 1 = 40
N
L6
%I-2�
.. 0
S�-
W
GALA SSO AVENUE
REVISION DESCRIP TION DA TE ENGR. CITY DA TE SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
D/L/GENT MANNER, THE CITY ENGINEER MA Y REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
ell. 11N 7-14.1t CONFORMANCE W/TH CONDITIONS AND S TANDA RDS /N EFFECT.
BENCH MARK: 18-17
BASIS OF BEARINGS.-
EARINGS.BRASS
BRASSCAP IN THE CONCRETE BASE OF
THE BRG. N089.59'31 "E
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2
MI WEST
ALONG THE CL SUMMIT AVE
OF SAN SEVAINE RD., 2.65 MI WEST
AS SHOWN ON TR NO.
16427-1, M.B. 29617-11.
OF SIERRA AVE.
O
ELEVA TION: # 1428.609
0,
C/T Y
OF FONTANA, CAL/PORN/A
Prepared Under The Supervision Of
QR�ION
0
PREPARED IN THE OFF/CE OF
DRAWN BY
MADOLE AND ASSOCIATES, INC.
GALA SSO A VENUE
SCALE.-
w
No. 36637 c
m
AS SHOWN
760-A S. ROCHESTER AVENUE
-
42
GALA SSO AVENUE
REVISION DESCRIP TION DA TE ENGR. CITY DA TE SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
D/L/GENT MANNER, THE CITY ENGINEER MA Y REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
ell. 11N 7-14.1t CONFORMANCE W/TH CONDITIONS AND S TANDA RDS /N EFFECT.
BENCH MARK: 18-17
BASIS OF BEARINGS.-
EARINGS.BRASS
BRASSCAP IN THE CONCRETE BASE OF
THE BRG. N089.59'31 "E
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2
MI WEST
ALONG THE CL SUMMIT AVE
OF SAN SEVAINE RD., 2.65 MI WEST
AS SHOWN ON TR NO.
16427-1, M.B. 29617-11.
OF SIERRA AVE.
O
ELEVA TION: # 1428.609
0,
C/T Y
OF FONTANA, CAL/PORN/A
Prepared Under The Supervision Of
QR�ION
S T REE T /MPRO VEMEN T
PREPARED IN THE OFF/CE OF
DRAWN BY
MADOLE AND ASSOCIATES, INC.
GALA SSO A VENUE
SCALE.-
w
No. 36637 c
m
AS SHOWN
760-A S. ROCHESTER AVENUE
DESIGNED BY
Exp: os -3o -os
DA 7F•
co
N
ONTARIO, CA 91761
PHONE (909) 937-9151
Jj'9TF
CHECKED BY
C l V 1 �-
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WENDELL L. IWATSURU
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SEE D WG. 3797
SHEET 7 OF 11
, I I III
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JA1 26-2001 \streets\st03.dwa. 11/2/2005 10:34:10 AM. MVA
W
W
O
0,
C/T Y
OF FONTANA, CAL/PORN/A
W
PR/ VA TE
S T REE T /MPRO VEMEN T
PLANS
DRAWN BY
GALA SSO A VENUE
SCALE.-
MVA CV
FROM STA 12+28.28 TO STA. 14+65.65
AS SHOWN
1
DESIGNED BY
R T NO. 16899
DA 7F•
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scl
OCT 2005
CHECKED BY
AP..
R D BY
DRAWING NO.
3
�'� scL J.M.
3861
5
L''l TY
ENGINEER R. C. E. 51152 DATE
JA1 26-2001 \streets\st03.dwa. 11/2/2005 10:34:10 AM. MVA