HomeMy WebLinkAbout3815-21TRANSITION
6" TO 10" CF
5' S'
TRANSITION
10" TO 6" CF
\ST. STA.15+21.53 q CB1
W=14'
56.80 TC, 55.97 FL
LOCAL DEPRESSION (C.B. NO.1, SEE SHT. #5)
CASE "A" WEST SIDE
NOT TO SCALE
A
CASE "B" WEST SIDE
NOT TO SCALE
� O
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TRANSITION I TRANSITION
6" TO 10" CF 1 10" TO 6" CF
5' 6' 14. 6' 5'
1
STANDARO PLAN
METRIC
313-1
ST. STA 15+09.04 � CB2
PLAN
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ST. STA 9+69.69 1;- CB 3
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SECTION C -C
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TRANSITION
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TRANSITION
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6" TO 10" CF
10" TO 6" CF
LOCAL DEPRESSION (C.B.NO.2, SEE SHT. #5)
6" TO 10" CF
10" TO 6" CF
CASE "A" EAST SIDE
(C.B.NO.3, SEE SHT. #3)
W=14'
NOT TO SCALE
CASE "B" WEST SIDE
NOT TO SCALE
� O
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TRANSITION I TRANSITION
6" TO 10" CF 1 10" TO 6" CF
5' 6' 14. 6' 5'
1
STANDARO PLAN
METRIC
313-1
LOCAL DEPRESSIONS
PLAN
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ST. STA 9+69.69 1;- CB 3
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TRANSITION
I TRAN SI TION
6" TO 10" CF
10" TO 6" CF
LOCAL DEPRESSION
(C.B.NO.3, SEE SHT. #3)
CASE "B" WEST SIDE
NOT TO SCALE
� O
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TRANSITION I TRANSITION
6" TO 10" CF 1 10" TO 6" CF
5' 6' 14. 6' 5'
1
\ST. STA 9+82.51 T,_ CB4
W=14'
50.09 TC, 49.26 FL
LOCAL DEPRESSION (C.B. NO.4, SEE SHT. #3)
CASE "B" EAST SIDE
NOT TO SCALE
TRANSITION I TRANSITION
6" TO 10" CF 10" TO 6" CF
5' 6' 14 6' 5'
1
STANDARO PLAN
METRIC
313-1
LOCAL DEPRESSIONS
PLAN
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B -B
SECTION C -C
V
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\ST. STA 9+82.51 T,_ CB4
W=14'
50.09 TC, 49.26 FL
LOCAL DEPRESSION (C.B. NO.4, SEE SHT. #3)
CASE "B" EAST SIDE
NOT TO SCALE
TRANSITION I TRANSITION
6" TO 10" CF 10" TO 6" CF
5' 6' 14 6' 5'
1
M
ST. STA 11 +45.03 q CB 6
h^ I49.79 TC, 48.96 FL
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STANDARO PLAN
METRIC
313-1
LOCAL DEPRESSIONS
PLAN
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SECTION
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SECTION C -C
08
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+57.17 CB5
W=14'
50.05 TC, 49.22 FL
LOCAL DEPRESSION
(C.B. NO.5, SEE
SHT. #3)
CASE "B"
NORTH SIDE
NOT TO SCALE
M
ST. STA 11 +45.03 q CB 6
h^ I49.79 TC, 48.96 FL
^^
TRANSI T10N I TRANSI T10N
6" TO 10" CF 10" TO 6" CF
LOCAL DEPRESSION (C.B.NO.6, SEE SHT. #3
CASE "B" SOUTH SIDE
NOT TO SCALE
J�
L^ �• w-�•- it K-----� �'•�_ w ..- L-
_�� A
cults OPENING _ i _ _ ._ •1
w CA fflA31" (3)
'U 410 POINT 13
Rs-� TOMTIT A
f�•fr� -
POINT C
POINT f
POINT F LA ''-0f%fCnW OF FLOW
N K ----- - M'G
!NTA 'POINT B POINT C
N -K
W *.
N Y
CURB POIN1
POINT E
A
i
N -
Funis
POINT D i
CUTTER
15
POINT G �
-•--DIRECTION OF FLOW o�c cmc
L �.}•. N
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POINT a f
FLOW UNE
FLOW LI E PROFILE
C�
.-._...�_ L WQ L
CURB �OPENIWIJ
CAT 8ASII1 (S) \ , F '� I
rc
Com% L'POINT i! POINT C�/r
`-- POINT F ELAN
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DIREi.'I'ION OF FLOW --- � i V
POINT 0
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CURB
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-.�C -POINT G i
-..--OMCTION OF FLOW a�
N = �u
N�-FLOW LINE
FLOW LINE PROFILE
CASE B
2.5 mm (1') 1550 mm (6") 25 mm tl') 1'50 MM 16•) 25 mm t1•> i
--t--- -M -; M,G,OR VAR-----•-i•�^
rI
f �v1►R.^----- i I i
1 VAR_ ---i iI 1
r- .... A.s•) 50 mm
r - � 27'
CURB _.. • o
FACE +
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. EgTI.QN-�A
STANDARO PLAN
METRIC
313-1
LOCAL DEPRESSIONS
PLAN
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AT CATCH BASINS
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6'
14 '
6'
5'
TRANSI T10N I TRANSI T10N
6" TO 10" CF 10" TO 6" CF
LOCAL DEPRESSION (C.B.NO.6, SEE SHT. #3
CASE "B" SOUTH SIDE
NOT TO SCALE
J�
L^ �• w-�•- it K-----� �'•�_ w ..- L-
_�� A
cults OPENING _ i _ _ ._ •1
w CA fflA31" (3)
'U 410 POINT 13
Rs-� TOMTIT A
f�•fr� -
POINT C
POINT f
POINT F LA ''-0f%fCnW OF FLOW
N K ----- - M'G
!NTA 'POINT B POINT C
N -K
W *.
N Y
CURB POIN1
POINT E
A
i
N -
Funis
POINT D i
CUTTER
15
POINT G �
-•--DIRECTION OF FLOW o�c cmc
L �.}•. N
_ j
POINT a f
FLOW UNE
FLOW LI E PROFILE
C�
.-._...�_ L WQ L
CURB �OPENIWIJ
CAT 8ASII1 (S) \ , F '� I
rc
Com% L'POINT i! POINT C�/r
`-- POINT F ELAN
„ „ � ,
DIREi.'I'ION OF FLOW --- � i V
POINT 0
a
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CURB
3 }�
GUTTER)
-.�C -POINT G i
-..--OMCTION OF FLOW a�
N = �u
N�-FLOW LINE
FLOW LINE PROFILE
CASE B
2.5 mm (1') 1550 mm (6") 25 mm tl') 1'50 MM 16•) 25 mm t1•> i
--t--- -M -; M,G,OR VAR-----•-i•�^
rI
f �v1►R.^----- i I i
1 VAR_ ---i iI 1
r- .... A.s•) 50 mm
r - � 27'
CURB _.. • o
FACE +
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. EgTI.QN-�A
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARO PLAN
METRIC
313-1
LOCAL DEPRESSIONS
PLAN
� •.
PLOX imimm
AT CATCH BASINS
'
RIDGE
.' � _
I
VALLEY
UN VM STANQ M MCIFICATIONS FOR PUBLIC WOMB
VALLEY
SECTION
B -B
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARO PLAN
METRIC
313-1
LOCAL DEPRESSIONS
PLAN
� •.
PLOX imimm
AT CATCH BASINS
METRIC
313-1
qw. "me
SHIN 1 OF 4
UN VM STANQ M MCIFICATIONS FOR PUBLIC WOMB
TRANSITION I TRANSITION
6" TO 10" CF 10" TO 6" CF
5' + 6' 14 6' 5'
I it -4 -
i
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 8E SET Hi 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 POINT
E SHALL BE SET H2 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 m (4 Feet)
N •� 1.5 m (5 Feet)
Wo = 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 PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARO PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
SHEET 4 OF 4
D1 1O IA!ptA�0110
h
06 F
60' 60'
ST. STA 12+90.28 C811
60_?Q TC, 59.37 FL
LOCAL DEPRESSION (C.B. NO. 11 SEE SHT. #13)
CASE "B" NORTH SIDE y�
NOT TO SCALE 052114 Z
m
M
CIVi�
CALI DRAWING
RECORD
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
RECORD DRAWING ,x.e PLANS TO BRING THEM INTO CONFORMANCE WITH
REV. REV" DESCRIPTION DATE EWM. CITY DATE STANDARDS IN EFFECT.
Crouse/Beers & Associates, Inc.
Engineering * Surveying * Planning * Construction Management
2191 5th Street, Suite 200, Norco, Ca. 92860-1967
_,Ph. (909) 736-1940 Fax (909) 736-5292
N. CROUSE R.C.E. No. 23796 EXP. 12/3'1 /0'5 DATE
CITY OF FO NTANA, CALIFORNIA
TRACT No. 16678-1, -29 -3 & 16678
DRAWN BY: ON-SITE STREET SCALE. 1 "=40'�
DESIGNED BY: IMPROVEMENT P LAN DATE:
DE LS JUNE, 2005
CHECKED BY: APP �`f: �� fd
DRAWING NO.: 2
lJwl RI DO SANDOV R.C.E. 51152 DATE 3815 1
_j.