HomeMy WebLinkAbout3803-23CCr. �N
4m�� M
IL QV , o H� B
IL 4"
49
At tA
RCP OR ► RIC ARCH* RC ARCH+
I
05
at 40 0! U
to � --
a.c +t.- IQ;NNo MNi
PLAN* ARCH MAY HAVE A HORSESHOE -
SHAPED. CIRCULAR, ELLIPTICAL
o W OR SIMILAR CROSS SECTION.
._.
a a a NH !-
,,.
i F� 1+- _
P. SEE NOTE 3
WW_ 0O WM
as q vs�Lu
t
F- FM i F6 4-'"
STA.
SECTION A—A
SECTION B—B
s 4 =t. r A I I tM N *"V VM 14
DICTORIAL ONLY, SEE NOTES
P. AND 7
OPTIONAL CONSTRUCTION
JOINT:
RCB OR ARCH TO RCP USE
CONST. JOINT OF RCB OR ARCH.
RCS TO ARCH. USE CONST.
JOINT OF RCa
I
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGKUD BY THE
TRANSITION STRUCTURE
�"M�°C `�"
PUSL1CV401v4SSTANW1R05INiC..
4REE!!BC) paWWTTEE
RCB TO PIPE
342 -1
I
SHEET I OF 2
USE WITH STANDARD SPECIFICATION S FOR PUBLIC WORKS CONSTRUCTION
REV. i9mRKS
SHEET I OF 2
USEVNTH STANDARD SPECIFICATIONS FOR PUBLIC W0 CONSTRUCTION
NOTES
1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 8, SHALL
NOT EXCEED 5' 4 5' .
2. REINFORCING STEEL BAR SIZES, SPACING. PATTERN AND COVER OVER
THE STEEL SHALL BE AS FOLLOWS.
RCS TO RCP AND RCB TO ARCH — THAT OF RCB SECTION.
ARCH TO RCP - THAT OF ARCH SECTION.
ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER
WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT
THE TRANSITION.
3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS:
RCB TO RCP AND ARCH TO RCP — THAT OF ARCH OR RCB
SECTION UNLESS THE :HALL THICKNESS OF THE RCP PLUS IOOmm
(4`) GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL
VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION
TO THAT OF THE RCP WALL PLUS IOOmm (48).
RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB
OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL
VARY UNIFORMLY BETWEEN THE TWO ENDS.
4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY
BETWEEN THE TWO ADJOINING SECTIONS.
5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130mm (5•) FOR PIPE
SIZE OF 2400mm (96") OR LESS, AND 200mm ($`) FOR PIPE SIZES
OVER 2400mm (96'),
6. fc = 28 MPO (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE
SAME MIX AS THE ADJACENT RCB.
7. ALL STEEL. EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400(60)
BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL
TERMINATE 40mm :(1 1/2`) CLEAR OF CONCRETE SURFACE UNLESS
OTHERWISE SHOWN.
8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE
OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE
TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE
SECTION 8-B.
9, THE TRANSITION STRUCTURE SHALL. BE CONSTRUCTED IN ACCORDANCE
WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH
STRUCTURES SHOWN ON THE PROJECT DRAWINGS.
10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF
ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN. CALIFORNIA CHAPTER
STANDARD PLAN
METRIc
342 -• 1
SHEET 2OF 2
TRANSITION STRUCTURE `
- RCB TG PIPE
BASIS OF BEARINGS:
LEGAL DESCRIPTION: -
�-- FACE PLATE
AssE���Y
STREET; GUTTER.
OIOLOCALPRES-
SU FAer
OWNER/DEVELOPER
SOIL ENGINEER
THE BASIS OF BEARING IS BASED ON THE WESTERLY
BEING A SUBDIVISION OF A
r". ,m
SHEET I OF 2
USE WITH STANDARD SPECIFICATION S FOR PUBLIC WORKS CONSTRUCTION
UNE OF THE NORTHEAST QUARTER OF SECTION 23,
PORTION OF THE SOUTHEAST 1/4
a a
CENTEX HOMES
ALBUS-KEEFE AND ASSOC., INC.
TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN
1265 CORONA POINTE COURT
1011 N. ARMANDO STREET
ON FINAL TRACT MAP NO. 13750, FILED IN BOOK 250,
OF SECTION 14, TOWNSHIP 1 NORTH,
{ ON 2 SIDES Qi:
CORONA, CA 92879
ANAHEIM, CA 92806
AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE
RANGE 6 WEST, SAN BERNARDINO
�•
PH: (951) 279-3000
PH: (714) 630-1626
OF THE COUNTY RECORDER OF SAN BERNARDINO
S
MERIDIAN, COUNTY OF SAN
FAX: (95`1) 279-2100
FAX: (714) 630-1916
BERNARDINO.
COUNTY, BEING NORTH 00''30'24' WEST.
BENCH MARK:
Q
REV.
REVISION DESCRIPTION
,CMAANH BAS IN
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
t!2•)IAAX. 13•1R
MeF
Q
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
0
1-1
AND COMER oo N
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
rl
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
DIAL
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
BEFORE
TWO WORKING
DAYS BEFORE
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
Y ❑ U DIG
YOU D I G
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
TOLL FREE
1-800-227-2600
NAVD 88 - 1508.56 (FEET)
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERTFZS
Q�pEss
LLJ � 3.
�C
Jq CIV11.
OF CA��F�
DATE I ENGR. I CITY I DATE
OlIC5111
I
P.
z
0
u
0
J
4
y I443R _� W L ' SLOPE
c`s 73 mm
FLOW LINE � � 93 -IR
PACE DOWEL —
LATE : 1
ISM.* 300 MW
:EACH WAY
3 ttrtn(I14')R
�-- FACE PLATE
AssE���Y
STREET; GUTTER.
OIOLOCALPRES-
SU FAer
ITYP.I
c
,
P.
z
0
u
0
J
4
y I443R _� W L ' SLOPE
c`s 73 mm
FLOW LINE � � 93 -IR
PACE DOWEL —
LATE : 1
......� M -M
} I
�f•-
STEPS S 7,,,t
Lw�w;W
Im I
s
DOWEL .(TYP.)
PLAN
z_
..+� OPTIONAL SUBGRADE CONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
CONNECTION
o c�a
SECTION A—A
f-- IOd mm 200 mm16•)
14M(o41
Y
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
I SCORING
CURB OPENING CATCH BASIN
ITYP.I
c
u S
r". ,m
SHEET I OF 2
USE WITH STANDARD SPECIFICATION S FOR PUBLIC WORKS CONSTRUCTION
-CURS LINE
a a
` 2 EXTRA 15M1�4ISTEPS
Ir V
4
{ ON 2 SIDES Qi:
�•
t MANHOLE FRAME
t
t00 mm
mAND
COVER
(4'IMIN<
300 mm 73mm
,CMAANH BAS IN
t!2•)IAAX. 13•1R
MeF
Q
AND COMER oo N
_�
......� M -M
} I
�f•-
STEPS S 7,,,t
Lw�w;W
Im I
s
DOWEL .(TYP.)
PLAN
z_
..+� OPTIONAL SUBGRADE CONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
CONNECTION
o c�a
SECTION A—A
f-- IOd mm 200 mm16•)
14M(o41
Y
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROM UWATED BY VIESTANDARD PUBUC
CURB OPENING CATCH BASIN
METRIC
GMENe :COMMITTEE
� f� - n
�j L
r". ,m
SHEET I OF 2
USE WITH STANDARD SPECIFICATION S FOR PUBLIC WORKS CONSTRUCTION
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 PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
SEAL—ENGINEER
rtmN
M. TORREYSO. 66068
Exp.06-30-06
CIV1\-
lF OF C
N TD:
L WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
S I DEWALK OR I S CONTIGUOUS TO SUCH S IDEWALK. THE TOP SLA9 OF THE BAS I N- MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK .OR SEPARATELY. USING THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SMALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I*Y DEEP SAWCUT CONTINUOUSLY. AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE TULL WIDTH
OF THE. SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM,- IN SLOPE. GRADE,
.COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN.
2. ALL CURVED CONCRETE. SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH ALL:,HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1, 12 MINIMUM -AND 1: 3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE: OF THE FLOOR SHALL BE
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE 'OUTLET.
4. DIMENSIONS:
B = 970 mm(3' -2•)
V = THE DIFFERENCE IN ELEVATION BETWEEN .THE TOP OF THE CURB AND THE INVERT OF
THE. CATCH BASIN AT THE OUTLET a 1.35 m(4,59.
VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND ITHE INVERT AT
THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3. SUIT SHALL NOT BE LESS THAN CURB FACE PLUS" 300 mm(120).
VI z THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET, NOTED ON THE .PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
W = NOTED ON THE PROJECT PLANS.
A THE ANGLE, IN DEGREES. INTERCEPTED BY THE. CENTERLINEOF` THE CONNECTOR PIPE
AND THE CATCH BASIN :MALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS, .UNLESS OTHERWISE SPECT-
F I ED. THE CONNECTOR PIPE SHALL 6E LOCATED AT THE DOWNSTREAM 1111410OF THE BASIN.
INHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER :THE `;CENTERLINE OF THEPIPE`SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY::BE CU:T AND TRIMMED ATA
SKEW NECESSARY TO INSURE (MINIMUM 80 mm(30) PIPE EMBEDMENT. LL
AAROUND. WITHIN
THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNOING OF STRUCTURE CONCRETE.
ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH: BASIN; CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PIPE. -TO THE CATCH: .
`BASIN WHENEVER.ANGLE::'A• IS .LESS THAN
70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER `:THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONAL USE OF' A. MONOLITHIC CATCW 6ASIN CONNECTION IN -ANY `CASE
IS PERMITTED. MONOLITHIC, CATCH BASIN CONNECTIONS. MAY •BE'CONSTRUCTED TO'AVOID CUT-
TING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END `.WALL, STEPS SHALL
8E SPACED 300 mm(120) APART. THE TOP STEP SHALL BE`175 mm(TD) .BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/24). ALL OTHER STEPS SHALL . PROJECT 130 mm(5S-).
7. OOWELS ARE REOUIRED AT EACH CORNER AND AT 2 M(7'1 ON CENTER (MAXIMUM) ALONG THE
BACKWALL,
8• THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE.ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME . AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN F'OR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL
VALUES. IF METRIC VALUES ARE: USED, .ALL .VALUES USED FOR CONSTRUCTION SHALL BE
METRIC .VALUES. EXCEPT REINFORCING BARS S.IZES.IN;ENGLISH::UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ,ALL VALUES USED: FOR CONSTRUCTION
SHALL BE ENGLISH UNITS_
AMERICAN PUBLIC WORKS ASSOCIATION « SOUTHERN CALIFORNI&CHAPTER
STANDARD PLAN
LA
300-2
SHtcET20F2
CURB OPENING CATCH BASIN
1\1
G I N CASC
DRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY-
A.T.
PREPAR D BY: ARIC �M�RREYSON R.C.E. NO. 66068 CHECKED BY.'
EXP. AT 6 0—
�- C.V.A.
DATE: DJ
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
STANDARD PLAN SCALE:
AILS AS SHOWN
DATE:
/ AUGUST 2005
D BY: DRAWING NO.: 23
CITY ENGINEER • R.C.E. 51152 DATE. 3803 28
Irr v