HomeMy WebLinkAbout3686-3NOTES:
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN 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 SHALL BE
PROVIDED WITH A WEAKENED PLANE ORA 25 mm(I') DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL 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 AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1. 12 MINIMUM AND I: 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 = 1.35 m(4.51.
VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(121.
V I = 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 CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO. INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT, ALL AROUND, WITHIN
THE CATCH BASIN WALL, AND 75 mm(3') RADIUS OF ROUNDING 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'S 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 CATCH BASIN 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
BE SPACED 300 mm(12') APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mrn(5').
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 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 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 CHAPTER
STANDARD PLAN
300 - 2
SHEET 2 OF 2
CURB OPENING CATCH BASIN
11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS. (EXCEPTION
IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36')
TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm (339 OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm
(36') IN DIAMETER.
B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8")
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (6').
N C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
N
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
° I. PROVIDE A SPECIAL STRUCTURE.
O
2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
0 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
n OTHERWISE SHOWN.
ri
14. WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 336.
a
0
15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
:v
16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER
iz IS SPECIFIED REFER TO STANDARD PLAN 329.
17. 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
n
Lo IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES.
ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
z 326 MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER
g 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER
z 630 610 mm (244) MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COVER
> 635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
i
0
/
/
J
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE METRIC
ID'S 825mm 3311OR SMALLER 321 - 1
SHEET 3 OF 3
z
1
Q REV
:F DIG ALERT
J
DIAL TOLL FREE
D 1-800-227-2600
z
AT LEAST TWO DAYS
BEFORE YOU DIG I
Y
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA l
z
0
v
0
J
FACE
PLATE
SCORING
LINE
-
2 EXTRA 15M( 4)
ON 2 SIDES OF
MANHOLE FRAME
AND COVER
CATCH BASIN (I E
MANHOLE FRAME
AND COVER o
15M O 300 mm(#40121) FACE PLATE
EACH WAY ASSEMBLY
STREET GUTTER
I co
I
5 mm(I/4 )R
STANDARD PLAN
METRIC
COMMITTEE
1984
OR LOCAL DEPRES-
SION SURFACE
00 - ^
300-2
2
REV. 1998
100 mm
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REV 1996
SHEET 1 OF 3
[ 3' 2
w
(4')R
PLAN 324 PAVED STREETS,
0
SLOPE
900 mm (3'-0') 650 mm (2'-2')
FLOW LINE
�_
-75 mm
It
(3')R
DOWEL
E
E
E
SCALE:
--- (5')
125 mm x 50 mm (5'x2') PIPE SEAT
(TYPA
o
X75 mm (3') T
DESIGNED BY: JC
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CURB LINE
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OF INLETS
STEPS
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ROUND EDGES
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OPTIONAL SUBGRADE CONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
B CONNECTION
SECTION A -A
200 mm(8')
IOM(*4)
90°
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DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.
GREENBOOK
C U R B, -OPENING CATCH BASIN
STANDARD PLAN
METRIC
COMMITTEE
1984
EXISTING STORM DRAINS
00 - ^
300-2
2
REV. 1998
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
CONC.
PIPE
UNDISTURBED
EARTH
-k MAIN LINE
EXISTING RCP
STORM DRAIN EXISTING RC BOX
STORM DRAIN
1
P LAN
CHIP PIPE TO SURFACE OF
CONCRETE AND ROUND EDGES
MORTAR
�/N I
PC.
IPE
SUPPORT PIPE ACROSS �„
TRENCH WITH 265 Kg -C-14 Mpa
(450-C-2000) CONCRETE
BACKFILL. SEE NOTE 3 MINIMUM BEARING
SURFACE = OD/2
SECTION B - B
CASE I
PLAIN CONCRETE PIPE
100 mm U
E z
VARIES TO SUIT E
CONDITIONS 0
0 v
PLAN CASE 2 SECTION
SADDLE CONNECTION
SECTION C - C
MIN.
CLASS C MORTAR
Ea
E3
^Q
NN M
,-- 200 mm (8') MAX.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
PIPE CONNECTIONS TO
STANDARD PLAN
PUBLICREENRKSSTANDARDS MM117EINC.,
GREENBOOK COMMITTEE
EXISTING STORM DRAINS
METRIC
335-1
1964
^
e
F
REV 1996
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
E B
o ♦' - EDGES TO BE ROUNDED
TO 75 mm (31 R
i�
At m I +A
R = I D
OF SPUR t
150 mm (6')
MIN.
)- ALL STEEL REINF. 15M
O 100 mm (94 O 41) OC
+C
E- I' DETA i L "N" PLAN
B (RINGS AND COVER NOT SHOWN)
PLAN SEE NOTE I
(SHAFT NOT SHOWN)
STREET GRADE MANHOLE FRAME CONCRETE RINGS
AND COVER PER PER STD. PLAN 324 STREET GRADE
STD. PLAN 630 25 mm x 25 mm
610 mm OMIT THIS STEP (5'x1'1
w (24') IN PAVED STREETS RING SEAT
I ..
co
-__ (24')
MANHOLE
CID
MAIN LINE ID'S 825mm 33" OR SMALLER
T 1050 mm (3'-61
SHAFT 225 mm (9
^
e
F
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PER STD. 400 mm (16') FOR
E
w
(1/2'
PLAN 324 PAVED STREETS,
0
v' E
900 mm (3'-0') 650 mm (2'-2')
0
^
STREETS FOR
mm
PAVED STREETS
TRACT NO. 1 6317
SCALE:
--- (5')
125 mm x 50 mm (5'x2') PIPE SEAT
^
X75 mm (3') T
DESIGNED BY: JC
DATE: 1 1 /29/04
o
1 50 mm (3'-6'
ROUND EDGES
-
OF INLETS
`- 25 mm (51
ROUND EDGES
APPROVED Y:
/R.C.E
DWG N0.
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15 mm
N ET
2
610 mm
-__ (24')
121 5nn(5'
PUBLIC WORKS STANDARDS INC.,
GREENBOOK ITTEE
MAIN LINE ID'S 825mm 33" OR SMALLER
T 1050 mm (3'-61
T
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e
�9 175 mm (T)
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
E
E x
15 mm
N
(1/2'
(1/2' APPLIES AT THIS SECTION C -C
POINT
SECTION A -A
STATION LINE 900 mm (3'-0')
200 mm (81
STEPS
T 450 mm 08')
75 mm (3')
x
II L I
100 mm (4') 11 1 L+2T-200 mm (8') 100 mm (4')
200 mm (81
200 mm (8'
OPTIONALBOTTOM GRADE POINTS,
SEE NOTE 5
SECTION B -B TABLE OF VALUES FOR M (SEE NOTE 1)
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. MAX. I MIN.
A -A 1867 mm (2'-10 1/21 11060 mm (3'-61)
C -C 282 mm 011 1217 mm (8 1/2') 410 mm 06') 1 380 mm (151)
ww
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE PIPE TO PIPE (ONE OR BOTH
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
GREENBOOK ITTEE
MAIN LINE ID'S 825mm 33" OR SMALLER
321 - 1
1992
REV 1996
BENCH MARK:
AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET
NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF
EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX.
CENTER TOP OF EAST WINGWALL FOR BRIDGE
#54-379 OVER ETIWANDA FLOOD CHANNEL.
4
ELEVATION: 1194.630
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
4L MAIN LINE
EXISTING RCP STORM DRAIN
I
RCP -�
CSP OR RCP-
IN -
UNDISTURBED EARTH
SUPPORT PIPE
ACROSS TRENCH
WITH 265 Kq-C-14 MPo
(450-C-2000)
CONCRETE BACKFILL.
SEE NOTE 3
PLAN
I
I
EXISTING RC BOX STORM DRAIN
r -
F., r'41
I
tw
V4lwas
E
CLASS C MORTAR
CSP OR RCP
RCP
`- CORRUGATED STEEL
(CS BAND CONNECTOR
BAND CONNECTOR
NOT NEEDED FOR RCP)
BURN OR CUT PIPE TO
SURFACE OF CONCRETE
AND ROUND EDGES OF RCP
SECTION E - E
OPTIONAL
RECTANGULAR COLLAR
DIA. OF C S P MIN. GAGE
375 mm (15') - 525 mm (21') 16
00 MINIMUM BEARING 600 mm (24') 14
SURFACE = OD/2
0
SECTION F - F
CASE 3
RCP OR CSP
D = 600 mm (241) MAX.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
335 - 1
SHEET 2 OF 3
PIPE CONNECTIONS TO EXISTING335-1
STORM DRAINS
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR
UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'.
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN
LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6')
OR LESS.
2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0'),
BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT
BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
BE USED. FOR H (IN SECTION C -C) SEE NOTE I.
3. L SHALL BE 1.2 m (4'-0') UNLESS OTHERWISE SHOWN. L MAY BE IN-
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
4. T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8'-0") AND 250 mm (10') FOR VALUES OF H OVER 2.4 m (8'-0*).
5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
MAY BE PLACED AT SPRING LINE.
9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8').
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
1
SHEET 2OF3
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE321RIC
ID'S 825mm 33 OR SMALLER)
GENERAL NOTE
I. 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.
NOTES
CASE I AND CASE 3
I. OUTSIDE DIAMETER OF THE CONNECTOR PIPE SHALL NOT BE GREATER
THAN 1/2 THE INSIDE DIAMETER OF THE RCP MAIN LINE.
2. INSIDE DIAMETER D OF THE CONNECTOR PIPE SHALL NOT BE GREATER
THAN 600 mm (24').
3. THE MINIMUM OPENING INTO THE EXISTING STORM DRAIN SHALL BE THE
OUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS 30 mm (11.
THE CONCRETE BACKFILL SUPPORTING THE CONNECTING PIPE MAY BE
OMITTED IF THE PIPE IS LAID ON UNDISTURBED EARTH TO STORM DRAIN
WALL.
4. ALL CSP AND FITTINGS SHALL BE GALVANIZED. BAND CONNECTORS MAY
BE 2 GAGES LIGHTER THAN THE PIPE. BUT WITH A MINIMUM GAGE OF 16.
THEY SHALL BE CONNECTED AT THE ENDS BY ANGLES HAVING MINIMUM
DIMENSIONS OF 50 mm x 50 mm x 5 mm (2"x2'x3/16') AND 140 mm (5 1/2')
BOLTS.
5. WHEN JOINING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PIPE, THE
INSIDE DIAMETER D OF THE CSP SHALL BE AT LEAST EQUAL TO BUT
NOT MORE THAN 75 mm (3') GREATER THAN THAT OF THE RCP.
6. CONNECTOR PIPES SHALL BE NOT MORE THAN 1.5 m (51 ABOVE THE INVERT.
7. CONNECTOR PIPES SHALL ENTER MAIN LINE RCP RADIALLY.
8. WHEN CONNECTING TO A RCB, STANDARD PLAN 333 SHALL BE USED IF
THE TOP OF THE CONNECTOR PIPE IS LESS THAN 300 mm 021 BELOW
THE SOFFIT OF THE RCB OR THE FLOW LINE OF THE PIPE IS LESS
THAN 330 mm (131 ABOVE THE FLOOR OF THE RCB AT THE INSIDE FACE.
CASE 2
9. SADDLE CONNECTIONS SHALL BE USED WHEN CONNECTING TO PIPES 525mm
(21') OR LESS IN DIAMETER WITHOUT THE USE OF JUNCTION STRUCTURES
OR PRECAST Y BRANCHES.
10. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN
PIPE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTING
PIPE.
II. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
12. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASE I AND
CASE 3.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
PIPE CONNECTIONS TO EXISTINGMETRIC
STORM DRAINS 335 - 1
SHEET 3 OF 3
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONTSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH INA
DILIGENT MANNER THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO COMFORMANCE WITH
CONDITIONS AND STANDARDS IN AFFECT
?
PREPARED FOR:
FIELDSTONE COMMUNITIES, INC.
2 ADA, SUITE 200
IRVINE, CA. 92618
(949) 790-5400
BENCH MARK:
AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET
NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF
EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX.
CENTER TOP OF EAST WINGWALL FOR BRIDGE
#54-379 OVER ETIWANDA FLOOD CHANNEL.
4
ELEVATION: 1194.630
PREPARED BY:
10390 Commerce Center Dr., Ste. zoo
Q�oFESs,otiq Rancho Cucamonga, California 91730
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�� ��e��� Fc Phone (909) 581-0678
No. 04,255 m FAX (909) 581-0696
W m Civil Engineers Land Surveyors
¢ Exp. 12/31/05 � Job Dumber: 855.0101
srq � P��"12, Soo-
rE 0` �IYIFo C"� /I
°A`STEVE L. ELLIS DATE
CITY O F FO NTANA
STORM ®RAIN IMPROVEMENT PLANS
DRAWN BY: SC
TRACT NO. 1 6317
SCALE:
DESIGNED BY: JC
DATE: 1 1 /29/04
-
CHECKED BY:
'��'� LJ
APPROVED Y:
/R.C.E
DWG N0.
3686
OF
3
3
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CITY ENGINEER 5� 52