HomeMy WebLinkAbout3743-4STRUCTURAL DATA
B
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1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
BARS
BARS
AS SHOWN ON THE AMENDING MAP OF TRACT 13750,
BERNARDINO.
BARS
GARS
340 mm ti2`}
115 mm (4')
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,,
1054 trlm (42')
190 rnm (? I!20)
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0
375 mm (I5')
115 mm (4 1/40)
1125 mm (451)
1901 mm (7 3!4')
450 mm (181)
115 mm (4 1/2.1
1200 mm (481)
215 mm (81)
525 mm (211
140 mm (5.1
1275 mm (5I9)
215 mm (8 1/21)
600 mm (240)
140 mm (5 1/41)
1350 mm (54*1
240 mm (9')
675 mm (27•)
t40 mm (5 1/211)
1425 mm (57`)
240 mm (9 1/4')
PLAN
`"
a
r
tSHkFT NL}T SH01a1N}
�
`n
�
750 mm (30")
165 mm (6')
1500 mm (60')
240 mm (9 1/2')
825 mm (33•)
165 mm (.6 1/4•)
1575 mm (63')
260 mm (10')
w'
900 mm (36")165
mm (6 1/20)
1650 mm (66')
264 mm (10 1/40)
975 mm (39`)
194 mm (7`1
1725 rnrn (69•)
260mm (10 3/0
1.800 mm (72`)
280 mm (110)
FOR B GREATER THAN 1800 rim (72') SEE PROJECT PLAN
NOTES
I.- REINFORCING STEEL SHALL BE 40 mm (1-1/20) CLEAR FROM FACE OF
CONCRETE UNLESS OTHERWISE SHOWN.
2. REINFORCING STEEL FOR INSIDE FACE 4F CATCH BASIN SHALL BE CU -T
AT CENTER OF OPENING AND SENT INTO WALLS OF MONOLITHIC CATCH
BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH
BASIN SHALL BE CUT 50 mm (2') CLEAN OF OPENING.
3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE
ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE
WITH THE SAME_ CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A
CURVED FORM WITH A RADIUS OF 75 mm (3').
y. CONNECTIONS SHALL BE CONSTRUCTED WHEN'
(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN
(B) ANGLE A FOR PIPES THROUGH 750 mm (30') IN DIAMETER
IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES.
5. 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 CONTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
1.15TRIC
308-1
MONOLITHIC CATCH BASIN CONNECTION
PER STD. PLAN 324
SHEET 2 OF 2
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E o BASIS OF BEARINGS: LEGAL DESCRIPTION:
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
w o 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
L/n RECORDER OF SAN BERNARDINO COUNTY, BEING
n co NORTH 00'30`24' WEST.
BENCH MARK:
io DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
�
"' CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
j
o INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
cu FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
E
Q)
Z c: ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
a CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
•3 � MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
o J NAVD 88 - 1508.56 (FEET)
TOLL FREE -qqmm""- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTON
KECOjeD- 19RA WIAIG -
CONCRETE RINGS
,,,�--MANHOLE
AND COVER PER
PER STD. PLAN 324
BEARINGS ARE BASED ON THE WESTERLY LINE OF
OMIT TH13 STEP
CPO
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SEC11ON 23 AND A PORTION OF THE NORTHWEST
L_ v
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN
PLAN 324
AS SHOWN ON THE AMENDING MAP OF TRACT 13750,
BERNARDINO.
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
w o 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
L/n RECORDER OF SAN BERNARDINO COUNTY, BEING
n co NORTH 00'30`24' WEST.
BENCH MARK:
io DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
�
"' CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
j
o INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
cu FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
E
Q)
Z c: ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
a CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
•3 � MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
o J NAVD 88 - 1508.56 (FEET)
TOLL FREE -qqmm""- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTON
KECOjeD- 19RA WIAIG -
STREET GRA
CONCRETE RINGS
,,,�--MANHOLE
AND COVER PER
PER STD. PLAN 324
STD. PLAN 63U
OMIT TH13 STEP
MANHOLE
IN PAVED STREETS -�
SHAFT
�
225 mm {S''Y�" -�
PER STD.
400 mm (161) FOR
PLAN 324
cu
- 9t)O mm (3' -0')
ou1
At
PAVED STREETS
tES mm x 50 mm I5*x2l PIPE SEAT
T
..�•- ROUND EDGES
01= INLETS
ZI•'� ff
'S•' ROUND EDGES
PLAN
tSHkFT NL}T SH01a1N}
STREET GRA
EDGES TO BE ROUNDED
TO 75 mm (3`) R
i
f, a A
,,.r---- R = i D
OF SPUR #
150 mm (60)
MIN.
ALL STEEL REiNF, 151
0 100 mm {+a 0 41 OC
+c;
DETAIL "N# PLAN
(RINGS AND COVER NOT SHOWNI
SEE NOTE 1
FRAME
CONCRETE RINGS
,,,�--MANHOLE
AND COVER PER
PER STD. PLAN 324
STD. PLAN 63U
OMIT TH13 STEP
MANHOLE
IN PAVED STREETS -�
SHAFT
�
225 mm {S''Y�" -�
PER STD.
400 mm (161) FOR
PLAN 324
cu
- 9t)O mm (3' -0')
ou1
STREETS FOR UN- '
PAVED STREETS
tES mm x 50 mm I5*x2l PIPE SEAT
T
..�•- ROUND EDGES
01= INLETS
ZI•'� ff
EDGES TO BE ROUNDED
TO 75 mm (3`) R
i
f, a A
,,.r---- R = i D
OF SPUR #
150 mm (60)
MIN.
ALL STEEL REiNF, 151
0 100 mm {+a 0 41 OC
+c;
DETAIL "N# PLAN
(RINGS AND COVER NOT SHOWNI
SEE NOTE 1
FRAME
CONCRETE RINGS
,,,�--MANHOLE
AND COVER PER
PER STD. PLAN 324
STD. PLAN 63U
OMIT TH13 STEP
MANHOLE
IN PAVED STREETS -�
SHAFT
�
225 mm {S''Y�" -�
PER STD.
400 mm (161) FOR
PLAN 324
PAYED STREETS.
- 9t)O mm (3' -0')
650 mm ('2'-2') �
STREETS FOR UN- '
PAVED STREETS
tES mm x 50 mm I5*x2l PIPE SEAT
T
..�•- ROUND EDGES
01= INLETS
� } �
'S•' ROUND EDGES
15 rnni
INLET ELEVATION
APPLIES AT THIS
POINT
SECTION A --A
STATION LINE--� � 900 mm (3'-0')
200 mm (80)STEPS
450 mm (113`)
100 mm (4•> I i L+2T-200 mm (84- 100 mm (4')
200 mm (8')
12OG mm (8'
OPTIONAL BOTTO��t--� '""'GRADE POINTS,
�+ rSEE NOTE 5
SECTION B -B TABLE OF VALUES FOR M tSEE NOTE 11
SECTION IAVI O STREET UNPAVtW S iREETMAX_ MIN. MAX_ MIN,
A -A 667 mm (V-10 1/2•} 1060 mm(3'-6.0~0 M mm (1!') 217 mrn (8 1/2•} 4t0 mm {IE•} IBC es�m (1S•)
STREET GRADE
ti
TH1050m(W-61SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
�--i25 mm x 25�(5'x1'1RItIG
MANHOLE PIPE TO PIPE ONE OR BOTH
STANdARDF11�'dRUBGR
Y�Y &DOS(-1.,:�R�`,t}'�.p
C1�'.ttiS.t'f�r
sEaT
'D'`'115E
SHEET 1 Ot 3
WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
510mnQ
124.112SDet5•�
T
�
� �
�w
15 mm
� } �
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
FRGfa1;�i:e.TFPCsYTt4T
MANHOLE PIPE TO PIPE ONE OR BOTH
STANdARDF11�'dRUBGR
Y�Y &DOS(-1.,:�R�`,t}'�.p
C1�'.ttiS.t'f�r
���D V�ORL�.wR���tGREET;n'�K
{YV'�I'!_i�layRF-v
'D'`'115E
SHEET 1 Ot 3
WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
OWNER/DEVELOPER
Centex Homes
2280 Wardlow Circle, Suite 150
Corona, CA 92880
Ph- (909) 279-4000
Fax: (909) 273-2100
DATE I ENGR. I CITY I DATE
SOIL ENGINEER
ALBUS-KEEFE and ASSOC., INC.
1011 N. Armando Street
Anaheim, CA 92806
Ph: (714) 630-1626
Fax. (714) 630-1916
k_
ft 0313V2.
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
QROFESSIONq�
ARIC M. TORREYSO
� m
No. 66068
Exp.06-30-06
crvk\-
\F OF C
NOTES
). WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'--10 I12") FOR PAVED STREETS OR 1060 mm 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 t3`•-601
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 1.
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 (81 FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(3'-0') AND 250 mm (IO') FOR VALUES OF H OVER 2.4 m t8' -O•).
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.
C. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm 0 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 SHALT. BE LOURED 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 SHAH. NOT BE LESS THAN 200 mm (6'),
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (141 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 C14APTER
STANDARD PLAN
METRIC
321 -I
MA LE PIPE TO PIPE (ONE OR BOTH MAIN LINE�.�
I1� C
ID'S 825m 33" OR SMALLER)
SHEET 2OF3
AEllcAsc
E I\I GI I I%,I E E IZ I I\i C7j"
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324
PH. (909) 783-0101 FAX (909) 783-0108
PREPARED BY. ARIC M. TORREYSON R. C. E. NO. 66068
EXP. D E: -30- % F
DATE: `/J1�
DRAWN BY-
O.S.
DESIGNED BY-
A.T.
CHECKED BY:
C.V.A C Ug .
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
TRACT 16325
STORM DRAIN IM OVEMEM PLANS
7 STANDAWPILAN DETAILS
APP90VED BY:
1152 DATE.`
SCALE..
N/A
DATE:
JUNE, 2005
DRAWING NO.: 4
3743 i