HomeMy WebLinkAbout3254-3t MAIN LINE RCP OR
REINFORCED M0140LITHIC
ARCH. SEE NOTE 2
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80 MM 131 MIN- C LATERAL/
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T 80 MM SEE NO TE 3 VALUES FOR T
(31) MIN.
LATERAL
SEE NOTE 3 300 Y"#* (121 130 MM Is-)
PLAN 375 mm 051 130 mrn t5n
450 mm (161 130 mm 15l)
525 mm 921*) i3o rnfo w)
'SPUR IOM 0 450 MM 600 MM 1241 140 mm 15 1,12')
(05 OR 04 0 IS) 675 MM 427-11 140 mm 15 1/2.1
OC TIE BAR' 750 mm Q 09 150 MM w)
REINFORCING STEE G BARS 15M0 150 mm
I 0 61 OC 825 rnm
133 170 rnm (6 If
900 m- 13 61 170 `mm 46 f/2')
0
8MM f3) MIN'. 975 men (339.1 180L7'1"1
p
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ELEV. S ao M Oc
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F BARS 1:5 M (w5}
til -1 OC
rURBED CONCRETE CRADLE,
265-C-14 (450-C-2000),
SEE NOTE 9
SECTION Z -Z SECTION SVC -M`
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED By TV2 STANDARD PLAIN
P LIC WGRKS STAN DAR DS_ JUNCTION STRUCTURE - PIPE TO PIPE INLET METAla
UB . INC,
G14GOOKOOMMITTEE
MIN
19" ID _> 600 mm (2,C) OR OD > 1/2 MAINLINE ID 331 .. 2
REV. 1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET IOF2
C LATERAL /
CONNECTOR PIPE Nw
IOM0450 min
(03 OR #40401 OC
ROUND EDGES TO RADIUS
OF APPROXIMATE ID OF
LATERAL. MAXIMUM ti
900 MM (36*)
150
A 8B OARS—,, (6.) OUND EDGES
TO 75 mm (31 R
156 MM v
Isom 11311
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
TRANSITION STRUCTURE
TABLE
PURUCV40RIKSSTANDARMINC.,
GREENSOOKCOMMITtEE
PIPE TO PIPE
METRIC
340-1
1092
KB HOME
FOR DIMENSIONS
RFV49"
SHEET I OF 2
USE WITH STANDARD SPEOIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
801 CORPORATE CENTER DRIVE
AND BAR SIZES
SUITE 201
POMONA, CA 91768-564.1
BMG 77M, EM CONFORMANCE WITH
(909) 802-1154
02
FAX (909) 802-1111
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300
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110
4
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375 15 Ito 4 1/4
450 IS 120 4 1/2
525 21 130 5
Goo 24 140 5I/4
675 2-t 140 51/2
75�0 30 160 6
625 31 160 61/+)
Soo 36 170 6 1/2
975 39 ISO 7
1050
42
Iso
71/2
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1125 45 200 73/4
1200 48 210 a
1275 51 220 6 1/2
,
1350 54 230 9
-
1425 57 240 9 1/4
1500 60 250 9 1/2
1575 iss 260 to
1650 66 260 10 1/4
1725 69 280 10 3/4'
1800 72 260 It
1950 78 300 It i/4
2100 64 320 121/2
2250
so
340
13 1/4
0
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9
09
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R 0
2400 96 360 14
2550 102 400 131/2
2700 too 410 16
2850 114 420 16 1/2
3000 120 440 1-r
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L11$0 126 440 17
00 132 450 171/2
X300
3450 Ise 450 171/2
1144 460 1
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
TRANSITION STRUCTURE
LA N
STANDAR»-P
PURUCV40RIKSSTANDARMINC.,
GREENSOOKCOMMITtEE
PIPE TO PIPE
METRIC
340-1
1092
KB HOME
.
RFV49"
SHEET I OF 2
USE WITH STANDARD SPEOIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER 6 OF THE
MAIN LINE; OR WHEN THE INSIDE DIAMETER B, OF THELATERAL IS GREATER
THAN 600 mm, (24*), B SHALL NOT EXCEED .75 D'QR 975 rnm (39"L
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORMDRAIN.
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND SENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REOUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STAT 1ONS SHOWN ON 'THE PROJECT DRAWINGS FOR LATERALS APPI Y AT THE
INTERSECTION Or CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REOUIRED PER
NOTE 5.
5. 0.ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE IN
I -ET PIPE IS TO ENTER THE MAIN LINE RADIALLY -
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED I,N THE MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
c.ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE -
6. THE IN PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHc-RWISE'
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 45". 6 IS LESS THAN OR EQUAL TO
600 mm (24*) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 D:, OTHERWISE, STANDARD PLAN 340 SHALL BE USED.
7, NO MORE THAN ONE OPENING SHALL BE MADE, IN ANY ONE SECTION OF PIPE.
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL.,
TO THE PIPE SURFACE, WITHOUT DAMAGING THE REINFORCING STEEL- THE
TRANSVERSE REINFORCEMENT Of` THE MAIN LINE SHALL BE CUT AT THE
CENTER 'OF THE OPENING AND, BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REOUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN, THE LIMITS OF THE CRADLE, THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12-) ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE.
IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED.
10. REINFORCING STEEL SHALL CONFORM,TO ASTM A 615M. GRADE 500. (ASTM A 615.
GRACE 40), AND BE PLACED 40 mrn (1 1/2*) CL -EAP FROM CONCRETE SURFACES.
UNLESS 07HERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=70/12 + 150 mm (16").
11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
12. 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. EXCEPT REINFORCING BARS SIZES 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 CALIFORNIA CHAPTERI
STANDARD PLAN
331-2
SHEET 2 or 2
JUNCTION STRUCTURE — PIPE TO PIPE INLET
ID k 600 mm (24') OR OD> 1/2 MAIN LINE ID
NOTES
1. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 0, SHALL
NOT EXCEED 5045'.
2, VALUES FOR A. B. C. 01 AND D2 ARE SHOWN ON THE PROJECT
DRAWINGS. ELEVATION R AND ELEVATIONS ARE SHOWN WHEN
REOUIRED BY NOTE 10,
3., FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615),
GRADE- 300(40), AND rSHALL TERMINATE 40 rnm (1 1/2) CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN, LONGITUDINAL
BARS SHALL BE IOM 0 450 mm 03 OR #4 0 181) OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TO MEET RCP ENOS, USING D BAR$,
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
S. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE, UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REOUIRED, A Si 8 BARS SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS ?ON- Y WHEN STUB IS TO BE PROVIDED IN MAIN
N
LINE FOR FUTURE C( NS S�M
UCTION OF INLET PIPE.
It. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (259.
IF THE COVER EXCEEDS 7.5:m (25') A SPECIAL STRUCTURE SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED. ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED
FOR CONSTRUCTION SHALL <BE ENGLISH UNITS.
REV. MMION 111"Muorn0 DATE I ENGR. I CITY I DATE
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TWO YEARS OF TRZ DATE OF APPROVAL
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SHOWN KMON AND CARRM FORTH Pf A
DRIGENT MANNER, THE CM EN MM MAY
801 CORPORATE CENTER DRIVE
REQUME REWONS TO THE PLANS TO
SUITE 201
POMONA, CA 91768-564.1
BMG 77M, EM CONFORMANCE WITH
(909) 802-1154
CONDITIONS AND STANDARDS IN EFFECT
FAX (909) 802-1111
I SE
C 1.4TERAVCONNE�CTOR PIP�, tONC� PIPE. RCP OR
t MAIN LINE RCP -j
4L MAINLINE RCP too
-CLASS C E
MORTAR
sax
STA. P�T� fAB BEDDING OF
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14 BACIKFILL WITH
456 265 Kg -C-14 M a
I#
CONCRETE OR
COMPACT SOL TO
IISMM RELATIVE DENSF
REOUIRED BY
SPECIFICATIONS
CASE I UNDISTURBED EA TH SPECIFICATI
PLAN CASEII
SECTION B-6
FOR OUTLET SEE STIES,
CATCH OAS IN PLANS
44v -CATCH BASIN FLOORO
CASE 2
MEE NOTE'S 9 'a 10)
-71
1/2 00 MUN.
BACKFILL
BEDDING
CASE I
SECTION C—C
PLA I YIN
SADDLE O�NNECTION
STANDAR11PLAN
Pa
MIMIC
33:2 -1
BEARINGS ARE BASED ON THE CENTERLINE OF HEMLOCK AVENUE, BEING THE EAST
LINE OF THE WEST 112 OF THE SOUTHEAST 1/4, SECTION 35, TOWNSHIP I NORTH,
RANGE 6 WEST, SAN BERNARDINO BASE AND MERIDIAN, BEING NORTH 00*11'07" EAST
AS SHOWN ON TRACT NO. 16009, MAP BOOK 285, PAGES 71 TO 74, OFFICIAL RECORDS
OF THE COUNTY OF SAN BERNARDINO.
BENCMARKPrepared By:
ALLARD ENGINEERING
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG. Civil Engineering - Land Surveying - Land Planning
343' N10 HIGHLAND AVENUE, 0.2 Mi. W10 8253 Sierra Avenue
SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE Fontana, California 92335
OF S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG (909) 356-1815 Fax (909) 356-1795
HIGHLAND AVENUE FROM SIERRA AVENUE I In
David S. Hammer, H.C.E. 43976 Date
ELEVAT1,9N.- 1428.6090 (expires 6/30/2005)
GENERAL NOTE
1, DIMF_N$I0N$ SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIOVALUES. IF
ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
S14ALL BE ENGLISH UNITS.
CASE I ANDCASE 2
1. IF ANGLE A IS LESS T14AN 45D OR IF D IS LARGER THAN 600 rmm
(24*), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED.
Z. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED
ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE.
3- THE INLET PIPE S14ALL ENTER THE MAIN LINE RADIALLY. IF THE
INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD
STRUCTURE SHALL. BE SPECIFIED.
4. THE SIZE OF THE OPEN ING INTO THE MAIN LINE SHALL..BE THE
OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm W) MINIMUM
TO 75 mm (3") MAXIMUM.
5. ALL CONNECTOR PIPES FOR CASE 2 SHALL EEENCASED IN CONCRETE
IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAfD ON
FILL WHICH HAS NOT BEEN DENSIFIED.
6, BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE
OF MAIN LINE, ROUND EDGE Or CONCRETE PIPE OR RCP.
7. ALL CSP AND FITTINGS SHALL BE GALVANIZED.
8_ STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE
INTERSECTION OF THE INSIDE WALL Or MAIN LINE AND THE CENTER
LINE Or INLET PIPE.
9, CASE 2 SHALL NOT BE USED TO CONNECT TO THE: FLOOR OF A
GRATING AT BASIN, WHERE THE GRATE WILL BE SUBJECTTO
VEHICLE TRAFFIC.
10. FOR CASE 2. NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE
LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH.
CAS
It. CONNECTIONS TO PIPES 525 mm (218) OR LESS IN DIAMETER WITHOUT JUNCTION
STRUCTURES OR PRECAST Y BRANCHES SHALL BIC MADE WITH SADDLES.
12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF THE MAIN LINE,
1TRIMOR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
SO 'ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14. THE OPENING INTO THE Ill ;SHALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
15.THE-CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2 -
PROPOSED 24" STORM DRAIN
EXISTING 12" WATER MAIN
eFNO
5' MIN. 5' MIN.
VJATEJR CI?OSSINGDEIrAlL
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SCALE. l'--3'
ESS/ MA-DoLE7,4AjD,4fsoa*ftr Alc.
Ilk
WtAal CM - Pl. -ctilrP-00, OA17WO, CA - ql�&l
ca Ltd
NOG 36637
RECORD DRAWING,
THESE RECORD DRAWINGS HAVE BEEN PAISPARED, IN
PAFM ON THE BASIS OF INFORMATION COMPILED ANO
FURNISHED BY OTHERS, THE ENGINCER WILL NOT Ot
RESPONSIBLE FOR ANY ERRORS OR 0MISSION9 WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTAS
A RESULT THEREOF
CITY AV FONTANA, 1% A
)VESS/ %off wa- %oraLIFORNIA
L
B "LGROVE 11 COQ IMUNIT"Olry PLAN
C
DRAWN BY.
STOW DRAIN SCALE:
No. 43976 IT1 AE AS NOTED
Exp. 6/30/05 DESIGNED BY. 0PROVEMMAANS, TRACT 16269 DATE.
AE AUGUST, 2003
C/Vlk- CHECKED W PP __--7D B 1 — R� TARS
CAQ� DRAWING NO.: 3
DS*i
CITY ENG fMEER R.C.E.M52 32H 3
Filename: M:\DWG\19201\STORM DRAIN\SD-3.dwg