HomeMy WebLinkAbout4066-4CASE A �A
r -1 CURB OPENING
600 mm 2' 1 WD I CATCH BASIN PLAN
WH REN EXST GUTTER 11 B
CURB FACEIlk-
I I I•� _
POINT A POINT B POINT S POINT D
rP70INTE SQA/ 1 C
TSA �\OC,4 h o RID (r BADE '4L( rCRq�E
t� E
v
POINT F B POINT G
N K A Lam• L N
FLOW
-
FLOW I OPEN
- - POINT D PROFIL
POINT A P01NT B POINT C
f ',,CURB1 OPENING
WD ICATCH BASIN PLAN
CASE B C
POINT A*04, POINT B POINT C POINT D
POINT E
POINT F � C POINT G10
N L L•�• L N
FLOW ( FLOW
—� OPEN �-
POINT A POINT 0
POINT B POINT C111-1 PROFILE
SECTION A—A
J
>1C oc >
J
SECTION B-8 SECTION C—C
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
�nAOM BY W
"'°" cc. m INC.
LOCAL DEPRESSIONS AT CATCH BASINS
STANOEAR�CPLAN
313�KC11-2
1U4
13
SH T 2 OF
OEV, is", 30os
WARD FICA K
SHEET 1 OF 4
r 1 CURB OPENING
I WD I CATCH BASIN
CASE E rew-C PLAN
POINT B
POINT C
POINT E C STRAIGHT GRADE
VALLEY
K K
CASE F
CURB -SIDE WD CURB -OPENING PLAN
STRAIGHT GRADE GRATING I CATCH BASIN w/ STRAIGHT GRADE
VALLEY CATCH BASIN GRATING VALLEY
POINT B POINT C
POINT E
POINT P POINT R L-w`C
K K
CASE G �C
CURB OPENING PLAN
STRAIGHT GRADE r- ^ CATCH BASIN
VALLEY 1 WD ( STRAIGHT GRADE
VALLEY
POINT C
POINT B MANHOLE
POINTE J IN STREET - - - -
POINT P POINT S7 1L -w -C
K GRATING K
do DEBRIS
SKIMMER
- - OPEN
POINT B(CASE F AND G) POINT C (CASE E AND G)
POINT B (CASE E) POINT C (CASE
PROFILE
CASES E, F, G
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STA101kv PLAN
Exp. 3-31-07 P
313-2
SHEET 3 OF 4
LOCAL DEPRESSIONS AT CATCH BASINS
BENCH MARK: BASIS OF BEARINGS:
TOP OF 3/4" I.P. WEST 1 /4 COR. SECTION 28 BASIS OF BEARING IS THE CENTERLINE OF
T.1S, R.6W. AT THE INTERSECTION OF DAHLIA STREET AS SHOWN BY TRACT MAP
ETIWANDA AVE. AND SANTA ANA STREET. NO. 8554, ON FILE IN BOOK 123 OF MAPS,
ELEVATION 941.95 PAGES 13 THROUGH 17, THEREOF, RECORDS
OF SAN BERNARDINO COUNTY, CALIFORNIA,
BEING N89°27'25"E.
C W D
CASE C CURB—SIDE D CURB—OPENING
GRATING CATCH BASIN w/
110 MAE
CATCH BASIN GRATING
7POINT
POINT B POINT D/
I POINT C
STRAIGVAL�Y OE V,gLLET GRADE
C POINT G�
N L LON-L
D
GRATE OPEN
PLAN
N
POINT A I POINT D� PROFILE
POINT B
POINT C
D
CASE D r - CURB OPENING PLAN
WD I CATCH BASIN
POINT A POINT B POINT C SPOINT DZ
_ POINT E GRATING MANHOLE
do DEBRIS J IN STREET cp,�
SKIMMER f
POINT F
STRAIGHT GRADE I _E POINT G
N K I VALLEY`-'� L N
GRATE OR MANHOLE D
OPEN POINT
POINT A PROFILE
POINT B POINT C
U
a
+ GRATING C-4 r
U MANHOLE Lj
� JI
J �
SECTION D—D SECTION E—E
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANM� ICON
313-2
Exp. 3-31-07 P
LOCAL DEPRESSIONS AT CATCH BASINS
DESIGNED BY:
13
SH T 2 OF
NOTES:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (1/2") RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
AT POINTS B AND C, THE CURB FACE 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 RECONSTRUCTION IS SPECIFIED ON THE PLANS,
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 RECONSTRUCTION IS SPECIFIED ON THE
PLANS:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 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 8 AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER
FLOW UNE.
WHERE THERE IS NO GUTTER 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, H1, H2 AND H3 SHALL BE AS NOTED ON THE PLANS.
G = 600 mm (24")
K = 1500 mm (5'-0")
L - 1800 mm ($'-0")
M = 1200 mm (4'-0")
N = 1500 mm (5'-0")
WO = CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR
MULTIPLE CATCH BASINS.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STAND PLAN
�; ? IC
1 J
Exp. 3-31-07 P
LOCAL DEPRESSIONS AT CATCH BASINS
DESIGNED BY:
13
SHEET 4 OF 4
Underground Service Alert
Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
Z KVCOIzb OVAWIN(P 2 t2•408 ;w
L DELETED OVERLAY ON DAHLIA; ADDED DRIVEWAY DETAIL.
REV. REVISION DESCRIPTION �A�TEWEN?R
C
F
c
Q
5�4"C.F. 932.
t` X
pj W
DAHLIA STREET
22
I
I
i
I
. I
I 1"C.
'C.F. 3.29TC
933.36TC PROP. BOLLARDS
0"CF
--PROPOSED S/W
4.93' --EXIST. R.R. TRACK
t
I
i
EXIST. R.R. SIGN
_ I
MIN EXIST. ELEC. BOX
CLR ADJUST TO GRAD
r
R/W 933.42TC
- i
0"CF o EXIST. ELLC. METER--' z -
- - - - - - - - - - - - - -------------- — — — — —— — — �
Ln
�x
^ 25' RADIUS D/W IRETURN 4- ``' _
NOTE: N o
30' RADIUS D/W RETURN SCREEN BOLLARDS FROM 933.57TC N
STREET WITH LANDSCAPE. PROPOSEDIGNS; "R3-1" & "R3-5" -
6"CF "NO RIGHT TURN- & "LEFT TURN ONLY" -
10" CONC. FILED PIPE BOLLARD
3'+/- BEHI CURB FACE; TYP OF 4 i r
3 933.45TC 25 kT
6"CF EXIST. RAILROAD EASEMENT 1 r
o
0
o I SCALE: 1 "= 10'
+. I
I
, — t
AY DETAIL
20 30 40
'H = 10 FEET
GENT
).67
CONSTRUCTION NOTES: O
O3 PROVIDE OVERLAY JOIN PER DETAIL ON SHEET 1.
11 CONSTRUCT CONCRETE CROSS -GUTTER, CURB RETURN, & SPANDREL PER CITY OF FONTANA
STD. PLAN NO. 104. (MODIFIED W=8')
12 SAW CUT EXISTING CONCRETE CURB, GUTTER, AND/OR AC PAVEMENT.
13 REMOVE EXISTING CONCRETE CURB, GUTTER AND/OR AC PAVEMENT.
PAVING LEGEND
I _II II II FESSIpM4 MCOWMAW1 M6. A
A AVE . �`� X10 N.
ETIWAN D m
ho.6 7_2z -o8
X
HORIZONTAL CONTROL DETAIL � ��� ,* f�X�ylTTa r�'D1 D�.o
OF CAL�FO
10 20 40 - 6
SCALE: 1 INCH = 20 FEET
SHOULD CONSTRUCTION OF THE REQUIRED oQROFESSio�� KCT CONSULTANTS, INC. CITY OF FONTANA CALIF
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ��� l�� Civil Engineers - Surveyors - Planners STREET IMPROVEMENT PLANS
OF THE DATE OF APPROVAL SHOWN HEREON AND P.O. Box 5705 Riverside, CA 92517-5705
c0 TERESITO N. TABIOLO 4344 Latham St., Suite 200, Riverside, CA 92501 DRAWN BY:
CARRIED FORTH IN A DILIGENT MANNER, THE CITY � RCE No. 38826 Phone:95nc@k8940Faxnts.co41-8945 ND DETAILS
e-mail: kctinc@kctconsultants.com
OORO
Exp. 3-31-07 P
O
DESIGNED BY:
13
o
31/3/1019
�3�
I _II II II FESSIpM4 MCOWMAW1 M6. A
A AVE . �`� X10 N.
ETIWAN D m
ho.6 7_2z -o8
X
HORIZONTAL CONTROL DETAIL � ��� ,* f�X�ylTTa r�'D1 D�.o
OF CAL�FO
10 20 40 - 6
SCALE: 1 INCH = 20 FEET
SHOULD CONSTRUCTION OF THE REQUIRED oQROFESSio�� KCT CONSULTANTS, INC. CITY OF FONTANA CALIF
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS ��� l�� Civil Engineers - Surveyors - Planners STREET IMPROVEMENT PLANS
OF THE DATE OF APPROVAL SHOWN HEREON AND P.O. Box 5705 Riverside, CA 92517-5705
c0 TERESITO N. TABIOLO 4344 Latham St., Suite 200, Riverside, CA 92501 DRAWN BY:
CARRIED FORTH IN A DILIGENT MANNER, THE CITY � RCE No. 38826 Phone:95nc@k8940Faxnts.co41-8945 ND DETAILS
e-mail: kctinc@kctconsultants.com
O RN IA
SCALE:
1"=20'
DATE:
04/12/06
DWG. NO.: 4
4066 4
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
Exp. 3-31-07 P
repared rider The Supervise f
DESIGNED BY:
o
31/3/1019
�3�
S
( �,
BRING THEM INTO CONFORMANCE WITH CONDITIONS
clue` ��
T F o�
Date : !Q -t�.
CHECKED
DATE
AND STANDARDS IN EFFECT.
0 F C A VHF
TT
iERESITO N. TABIOLO R.C.E. 38826 EXP. 03-31-07 W. 0.: 1335-02
O RN IA
SCALE:
1"=20'
DATE:
04/12/06
DWG. NO.: 4
4066 4