HomeMy WebLinkAbout3877-2W'LY E'LY
RAW I R /W
32•
VARIES 32' TO 43'+
25'
7' 1 5' 20'
20'S' 18'+
25'
25'
PUE
AT CATCH BASINS
UTILITY EASEMENT
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8' 10'
10' 8'
3' 4'
0.23' LEVEL LINE
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LEVEL LINE zof
2%
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(2%)
(2%)
EXISTING EXISTING PAVEMENT EXISTING
SIDEWALK SIDEWALK
LIVE OAK AV04M (EMTM TYPICAL SECTION 6" CF)
N.T.S.
TI 6.5
RAW I R/W
b'
50'
LOCAL DEPRESSIONS
S'
PUE
25'
25'
PUE
AT CATCH BASINS
7' 18'
18' 7'
4 3'
8' 10'
10' 8'
3' 4'
0.23' LEVEL LINE
0.03' 0.23'
2a -I°
2%
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O4 SIDEWALK
GRASS
6" CURB & GUTTER
TC=+0.03'
FL = — 0.47' O2
GRIND 0.10' MIN. —
EXIST. PAVEMENT &
OVERLAY 0.10' MIN.
\' AC PAVEMENT O1
SIDEWALK O
GRASS
6" CURB & GUTTER
TC=+0.03'
FL= -0.47'O2
COLBY PLACE TYPICAL SECTION (6" CF)
N.T.S.
COLBY PLACE 10+00.00 TO 15+45.55
TI = 5.5
BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 101.1.70 FEET
SAWCUT AND REMOVE Ug
EXIST. PAVEMENT
REMOVE EXISTING A.C. DIKE
OR CONCRETE CURB WHERE
APPLICABLE
5' 1' REMOVE REDWOOD HEADER
MIN.) (MIN. WHERE APPLICABLE
LLNEW PAVEMENT
NEW BASE MATERIAL
DETAIL "A"
PAVEMENT CONNECTION
N.T.S.
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LOCAL DEPRESSION NO. 1 (CASE B)
COLBY PLACE STA. 11+27.87
CONSTRUCTION NOTES
-N-
LOCAL DEPRESSION NO. 2 (CASE B)
COLBY PLACE STA. 11+27.87
O1 CONSTRUCT 4" MIN. A.C. OVER 12" MIN. COMPACTED (95%) NATIVE SOIL
O2 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. PER CITY
OF FONTANA STANDARD DETAIL 1003).
O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH (W=4.0') AND
LOCATION PER PLAN & PER CITY STD. 1015.
O7 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1 WITH
CASE B, N=5.0' & L=6.0'.
O9 SAWCUT AND JOIN EXISTING AC PAVING AS SHOWN PER
DETAIL "A" ON SHEET 2.
`-' N -K—
W. CURB
= K—
WCURB OPENING
E � t w CATCH BASIN (S)
W
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CURB-� POINT A 450 mm
(1.59
4 S'�RP�GR G pF
POINT E
w POINT F.
I U- —DIRECTION OF FLOW
m m
o � _N K --
N
�X
E
w¢
x
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CURB-' P011
POINT E
U
a ,_DIRECTION OF FLOW —�
mm
WO cIr
z c�
PLAN
----- -" ---
"-POINT B ZLP61NT C
POINT A FLOW LINE PROFILE
CASE A
u —POINT G
- —DIRECTION OF FLOW
L } —N-
-POINT D
FLOW LINE
CURB l
& 1
GUTTER
0
LL
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Z U
CURB '
&
G UTTER )
PLAIN
WD
,C POINT G
-.--DIRECTION OF FLOW
.i--N—
POINT
N—
POINT D
-POINT A POINT B POINT C
FLOW LINE PROFILE FLOW LINE
CASE B
150 mm (6") 25 mm (1") 15WO wn (6") 25 mm (1')
M M,G;OR VAR. 0-
VAR.
r-- - - - 50 mm �_ VAR. VAR.
-
- (2")
.,.
CURB I - • . p. ° VALLEY RIDGE > VALLEY
FACE F H C E: E r
E E °
0. 4 n
..D ° ° I>
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
LOCAL DEPRESSIONS
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
METRIC
GREENBOOK COMMITTEE
AT CATCH BASINS
313-1
1984
REV.1996
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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 PLAN") 1 O
BRING T° 1EM INTO CONFORMANCE WITH CONDITIONS A"!D
REG. DWG. ll D STANDARLY3 IN EFFECT.
QROFESS/p� <
R • Gp �F`
ir No. 024725
Exp.12/31 /05
CIVIL
OF c�-�F°
q1v
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 8 AND G 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 H, HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET Ha HIGHER THAN THE GUTTER FLOW LINE
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 GUTIER 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 = 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 m (5 Feet)
L - 1.8 m (6 Feet)
M m 1.2 m (4 Feet)
N — 1.5 m (5 Feet)
WD - 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
STANDARD PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
SHEET 4 OF 4
&APWA STANDAR_PLAN 573-1
N.T.S.
RECORD DRAWINGS PREPARED BY
MADOLE A ASSOCIATES , INC .
PLAN PREPARED BY:
VAN DELL AND ASSOCIATES, INC.
CIVIL ENGINEERS
SURVEYORS LAND PLANNERS
17801 CARTWRIGHT ROAD
IRVINE CA 92614 (949) 474-1400
UNDER THE MU TVMtoN
6-,17- s'
DONALD R. GORDON R.C.E. 24725 DATE
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY: SOUTHRIDGE VILLAGE SCALE:
TwH TRACT 1.7021 LOT 1 TO 19 AS SHOWN
DESIGNED BY: DATE:
DAH D T `S ND STD. PLANS 06-06-05
CHECKED BY: - APPR D BY- DRAWIN
NO.. G
g;Nr DRG ?'/ 3877 2
!" I s Y ENGINEER R.C.E. 51152 DATE: 3
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