HomeMy WebLinkAbout3927-10TOLL FREE ' 7-77' 1--600-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
AL ( N0 REVISION MADE TO SHEET 10 - -RE C-0FzD *P?-"0,4CA6 ILP-12:cJN " X17 -10 -
REV. I REVISION DESCRIPTION I DATE I t4GR. I CITY I DATE
_
Z ' A
2
CURB OPENING
CATCHBASIN (Si � , F
s !"' '
CURB POINT A 4�
a," POINT B
FOINT C
' � Ca Sx�IGNT
POINT €
w POINT F
-�+---tHRECi10" OF FLOW
PLAN
�.w�..._..._.._..�.,._... .._
f
\� `.--PAINT 8 POINT G
POINT FLOW LINE PROFILE
CASE A
i —N
CURB 1
POINT D & J
GUTTER
MB "--POINT G
--DIRE'"T10N OF FLOW
L. a--.-.-- N .
-POINT D
UNE
--N
+ 1XREi'tIM OF FLOW --+-
PLAN
wo
1
CURB } 1
3
GUTTER J i
sa
`c -- Pt3I NTT G a
*--0IRECn0N OF FLoW
i
N POINT I)
P[3IINT A � POINT B ZP04N i C
FLUW LINE PRCI=ILE -FLGw LINE
CASE B
25 rrm (1") 150 MM (€w) 25 nim W) 150 MM (6", 25 MM (i'f
+f---------lrt l�-^�-�-►---fwi,G,flfs VAR�._—..11,..,
450 rnm k -•--.VAR.- -� I
so rnrn
.... woo
(21
CURB �. VALLEY j ., VALLEY I
IA
+� '� ' s
0 • ;s a Q. I
SECTION A -A SECTION S --B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROWI..GATEO BY TME
LOC L^ 1
STANDARD PLAN
STANDARDSSTANDARDSSTANDARDSi► .,
ptrl RE COMWME
T TC BASINS
BIC
313
II.v
qev. a
SHEET 9 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUSUC WORKS CONSTRUCTION
11+02.16 q CB 7
=14'
48.81 TC. 47.98 FL
TRANSITION I TRANSITION
8" TO 10" CF 10" TO 8" CF
LOCAL DEPRESSION (C.B.NO.7, SHEET #3)
CASE "B" SOUTH SIDE
NOT TO SCALE
SHOULD CONSTRUCTION OF THE REQUIRED QROFES ,�
IMPROVEMENTS NOT COMMENCE WITHIN TWO y��°PS oF
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE 2331- m
* No. 12-31-05
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
VIL
PLANS TO BRING THEM INTO CONFORMANCE WITH TF Ff CA
STANDARDS IN EFFECT.
700
Q�p ESS/
No. 23796
z
ft 12/31/07
CA
.NOTE:
I. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS.
2. THE CURB FACE AT tl OINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT !'OINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLIC�kBLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENTREMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE!LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. IN N W STREETS, OF IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
THE ELEVATIONS OF OINTS F AND G SHALE. BE SET H1 HIGHER THAN THE GUTTER FLOW LINE
ELEV TIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF DINTS P AND R SHALL BE SET Hz HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POIN S B AND C, RESPECTIVELY.
THE ELEVATION OF PINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THIARE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 4- IGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H = NOTED ON TIE PROJECT PLAINS.
III = NOTED ON TIE PROJECT PLANS.
H2 = HATED ON T •IE PROJECT PLANS.
H3 = NOTED ON T E PROJECT PLANS.
G - 600 mm (2 eet)
K = 1.5 m (5 eet)
L 1.8 m (6 eet)
M 1.2 m (4 eet)
N = 1.5 m (5 eet)
WD a CATCH BASIN W FOR ONE CATCH BASIN OR INSTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLECATCH BASINS.
THE THICKNE. S OF THE LOCAL DEPRESSION SHALL BE 200 mm (B INCHES).
6. DIMENSIONS SHOWN N THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES.. fF METRIC MTS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES, EXCEPT RE10ORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZES. IF ENGLIS�I UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES. II.
AMERICAN PUBLIC WO,
KS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
Y
STANmRD PLAN
�-
313
LOCAL ESE
11
':. I CATCH !Chi
SHEET 4 OF 4
Crouse/Beers & Associates, Inc. l
Engineering * Surveying * Planning * Construction Management
2191 5th Street, Suite 200, Norco, Ca. 92860-1967
Ph. (909) 736 x.940 Fax (909) 736-5292
TRANSITION I TRANSITION
6" TO 10" CF i 10" TO 6" CF
5' i�6' 14. 0' 6, � 5.
V. Q �O /,P
V �G
yz 6' h05
;P
ST. STA 11+02.86 q C1311
49.39, TC, 48.56 FL
W=14
LOCAL DEPRESSION (C.B. NO.12, SHEET #6)
CASE "B" NORTH SIDE
NOT TO SCALE
CITY 0 F FO NTANA, CALIFORNIA
TRACT No. 16678
DRAWN BY: OFFSITE STREET SCALE: 1 "=40'
DESIGNED BY: I M P R M E NT PLAN DATE:
11 ILS MAY) 2005
CHECKED BY: ROVY DRAWING NO.: 10
r r 3927 71(
ICARDO SANDOVAL R.C.E. 51152 DATE