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I. 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 ADJA NT CURB.
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJ CENT CURB
PLUS H (SEE .APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVION OF THE
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SUR;
UR ACE.
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS NDICATED:
THE ELEVATIONS OF POIiVTS F AND G SHALL BE SET H, HIGHER THAN THE TTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN T GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELE TION AT THE NEAREST
GUTTER FLOW LINE,
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSIQ , THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAR T TOE OF CURB.
5. DIMENSIONS:
H = NOTED ON THE PROJECT PLANS.
H? = NOTED ON THE PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS.
H3 = NOTED ON THE PROJECT PLANS.
G = 6D0 mm (2 Feet)
K - 1.5 m (5 Feet)
L = 1.8 m (5 Feet)
M - 1.2 m (4 Feet)
N = 1.5 m (5 Feet)
WD = CATCH BASIN W FOR ONE CATCH ASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL D PRESSION SHALL BE 200 mm (8 INCHES).
6. DIMENSIONS SHOWN ON THiS PLAN F 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 ZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SiZES. IF ENGLISH UNITS AR USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES,
A"
AMUAICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
SHEET 4 OF 4
INLET PER CASE i. II, OR iII
F!/w EINE _\
w --tali} m,n Q41 Cl. PIPE
36 mm (I-1/10) MIN ag-AR
WALK (SEE NOTE 4h-- i
IIIIOmWej
Yor
PLAN
R/iht_N OF
ei
MAX SLOPE 1:
MNGE COV" AT TOP QF; AME j
RECTANGULAR FRAME I
AN M �N 152
SEE fNOIE 1
ales mm (v")i TYP
CASE/4 rNLET
TRAIYSI71mw UICTURE SECTION
•R/w
FRAME & GRAIE - .
c --J,5 Am 4,I"MIN
Man 10
....s •i9a mm TTP
6' mm
_TOP OF CURS fCN IE
___...
CASe 11 INLE IN
--__ DROP INLET CATCH BASIN SEICTiON
1
se.c� I R/W i ema mm: 4
1 SEE NOTE 3
all-
OVEKNT
WAILK : i mm (11
i
1
CASE III INLET
GRADED INTCH: SEC11ION
1C>pl Q T.0 USE
ff1iF'i�lY9tIDN1 JmMYT 1 CIN
mm
65 mm (2-1rMt IN r m 1 men (a*) E.L
go mm (3-11r)Mlq f N mm (lal EF -%
Rte_ --
PA3iMiMlAEY v+ICItw pI1PR0I+B IT is 1>D �S11
V\P=FlT.c UNE7 TInIs w waT GRAtihlJG, mm $E7 - NC3Tff 4 I NOTE: IPPLtIES TQ) Aww N 0¢' PIPESQs175 rrwn WALK 1 mm (V) CF - N01$ I CURB PROF -I L.E
20 rrutr 6 CF ALV AMC -- RM 10 ( 200 mm (0') CIM FACE
SEE Ii LET DETAILS
m 14 3 ,ON'�TIasIPi
MTTER TO
ATC.M! SECTION A — A 1a mm ill/r) camij mm (4-) W. IMPM
lion, hmm To MY NAlI1RBtEA! cw mm
Z - taw-cf -cufm OR sma oN PM a
CURB PROFILE
130 mm (W) CM FACE
AMERICAN PUBLIC WORKS ASSOCIATiON - SOUTHERN CALIFORNIA CHAPTER
wowl
CURB DRAIN mom
150-2
" v loft "m i W®E WM STi MAM SPECIPMMON MR MM VIIOMe M=oH Sf'IfET, Of 2
N!QT
1. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET CASE I BEGINS
AT THE TOE RATHER THAN THE R/W LINE.
2. FOR OPEN DITCH (CASE INLET 111), THE 600 mm (24-) EXTENSION BEYON
THE R/W LINE 15 NOT REQUIRED WHEN BACK OF WALK 15 600 mm (24<" OR MORE
FROM THE R/W LUNE; HOWEVER, PIPE SHALL EXTEND TO R/W LINE.
3. TOP OF INLET STRUCTURE (CASE I AND Ila TO BE FLUSH WITH ADS ENT
SURFACE WHERE PRACTICAL.
4. CONSTRUCT P.C.C. WALK WHEN SPECIFIED ON PLAN. THE CON ACT PRICE
PAID FOR P.C.C. WALK ITEM SMALL INCLUBE WALK CONSTRUC IN
CONJUNCTION WITH PARKWAY CULVERT.
S. *NP EQUALS NUMBER OF PIPES (MAXIMUM' OF T1LIIREE) AS- S ECiFiED ON' PLAN.
G. INLET CASE TO BE SPECIFIED ON IMPROVEMENT OR GRA G PLAN.
7. ANGLE A EQUALS 0% UNLESS OTHERWISE SPECIFIED.
8. TYPE, DIMENSIONS AND ELEVATIONS OF P.C.C. CURB AND CUTTER PER
IMPROVEMENT PILAW.
9. UNLESS OTHERWISE SPECIFIED, FRAME AND GRA FOR CASE 11 INLET SHALL. BE
GALVANIZED CAST IRON. WEIGHT OF FiQAME A GRATE SHAiLL BE 36 kg (80 LBS).
10. AT !LOCATIONS WITH LESS THAN 200 mm (8" CURB FACE, USE 152x152-MW`9.1xMW9.1
(6x8-10/101 GALVANIZED WIRE FABRIC. FABRIC SHALL EXTEND
200 mm (8 ) BEYOND THE EDGE OF CAS IRON PiPES.
11. DIMENSIONS SHOWN ON THIS PLAN F0 METRIC AND ENGLISH UNITS ARE NOT
EXACTLY EQUAL VALUES. iF METRIC NITS. ARE USED, ALL VALUES USED: FOR
CONSTRUCTION SHALL BE METRIC V UES. IF ENGLISH UNITS ARE USED,
ALL VALUES USED FOR CONSTRUC ON SHALL BE ENGLISH VALUES. HOWEVER.
ASTM 615 (REINFORCING STEEL M BE SUBSTiTIUTED FOR ASTM 615M STEEL.
8 SPAS a 24 mm 15/16 la
7 MARS O 16 stun E5
MME-
OMAUL 358 mm t j
OM AREA sU
a00000
IL 3w mm!j 3w rte. CW x. ,'3'11
TOP OF GRATE SECTION THRU FRAME
GRATE FOR CASE 11 INLET
AM CAN PUBLIC WORKS AS,SOCIATWN - SOUTHERN CALIFORNIA C"APTER STANOMID PLAN
METRIC
150-2
CURB DRAIN 814ff& 20F2
a
Re,coF-p ` pAw I r
-315110
TH��, III
Ok EXP. 12/31 /11
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CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
SCALE:
AS SHOWN
DATE:
4/3/06
I08GOIR
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