HomeMy WebLinkAbout3857-7At
-EDGES TO BE ROUNDED
TO 75 mm (3.) R
♦A
--R = I D
OF SPUR f
150 mm (6.1.
ALL STEEL REINF.* 15M.
0100 mm 04 0.4.1 OC
+C
o :..:.
-DETAIL
•N" ::PLAN
STANDARD PLAN
METRIC.
o B
(RINGS AND COVER NOT SHOWN)
PLAN
Rsv isssUSE
SEE NOTE I
8HEET 7 OF 3
(SHAFT NOT SHOWN)
BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
I
2
STREET GRADE
MANHOLE FRAME . '"CONCRETE RINGS •-'
�I-
I'
STREET GRADE
N
AND COVER PER PER STD. PLAN 324
3
E::� X 23
6x0 mm
STD. PLAN 630
OMIT THIS STEP
MERIDIAN, COUNTY OF SAN BERNARDINO.
•
(5 x! 1
W • (24•)
IN• PAVED STREETS
O
O
R1lJG SEAT
MANHOLE
SHAFT' 225 mm (9
(n
wm
\
PER STD. 400 mm .(16'). FOR
'PLAN
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
L
N
324 PAVED --STREETS:
N
\
I
O
o E
90mm t3'-•650 Mm -(T-211
0
N
o
STREETS FOR UN -T
k' 1050 mm (31-69
T ;► ar W
ti
PAYEDSTREETS.
•• .0 •Q . T3 >r+iet (T
�
'x'
= _a i
v
v
.125 mm 50: mm: (5•x29 PIPE SEAT
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ac
v !' S0 mn, t3'- '
ROUND EDGES
I5''mm
Uj
N N
N
OF INLETS
1/2'
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O
25 mm (5')
ROUND EDGES
29
11/INLET
ELEVATION
SECTION
C—C
.. APPLIES AT THIS
POINT
SE.CT10N:
A --A :..
i
y I
100• >� (44 L♦2T-2oo „ to
200 MM (8' '
OPTIONAL BOTTOM
SECTION B --B
100 mm (41)
---200 mm (8•)
RADE POINTS.
EE- NOTE 5
TABLE OF VALUES FOR M (SEE NOTE 1)
SECTION PAVED STREET UNPAVEO STREET
MAX. MIN. MAX. MIN.
A -A 867 mm (2'-10 1/24 1060 mrn (3'-60)
C -C 282 tnm (I!•) 217 mm (8 1/28) 410 mm (160) 1 380 mm (IS•)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE -PIPE.TO: pPE: oEOR BOTH
STANDARD PLAN
METRIC.
PUBLIC WORKS STANDARDS INC..
GREENBOOKCOMWITTEE .
: MAINLINE iD'S 825mm. 33" OR SMALLER
:321'-.1 :.
Rsv isssUSE
I
8HEET 7 OF 3
WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -
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-
a�
n
BASIS OF BEARINGS:
a
E
L
i E
v
U
I
I
BEARINGS ARE BASED ON THE WESTERLY LINE OF
BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
I
2
Q)
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
�I-
I'
Q)
N
6
O
3
cf)
N
AS SHOWN ON AMENDING MAP OF TRACT NO 13750
MERIDIAN, COUNTY OF SAN BERNARDINO.
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�
BENCH MARK:
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O
I
N
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DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
\
I
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
L
N
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
N
\
I
O
N
N
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
rn
(0
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
_0
�-
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
t`
�
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
F-
F
v
v
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
(n
I
a -
I
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
cno
c
.o
NAVD 88 - 1508.56 (FEET)
N
0
I
O
E—
rn
C",_
-
a�
n
BASIS OF BEARINGS:
LEGAL DESCRIPTION:
L
i E
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
I
.�'
BEARINGS ARE BASED ON THE WESTERLY LINE OF
BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
I
o
Q)
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
°
N
1 NORTH; RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
cf)
CDI
AS SHOWN ON AMENDING MAP OF TRACT NO 13750
MERIDIAN, COUNTY OF SAN BERNARDINO.
0
AAAAAAAAAAAAAA A,
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
2ECOP-0 09AtN11,1O
OWNER/DEVELOPER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 279-3000
Fax: (951) 279-2100
DATE I ENGR. I CITY I DATE
0/00///
•/•
SOIL ENGINEER
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fax: (714) 630-1916
✓ US
c
No. 416
W �
d ExP-3/3112
cn&
OF
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.
NOTES :
I. WHEN DEPTH .M. F..ROM. STREET GRADE TO: THE TOP OF THE' 80X IS'LES.S
THAN 867 mm (2'-1.0. I/2") FOR PAVED* STREETS*: OR.'- 1060 *mm- (3!-68)-.FOR'--
UNPAVED
3'-6')-.FOR--
UNPAVED STREETS. CONSTRUCT SHAFT PER: SECTION C -C AND' DETAIL.
DEPTH M MAY BE* REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (61) WHEN
LARGER -VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060. mm W.-61
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 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'-06) UNLESS OTHERWISE -SHOWN. L MAY BE* IN-
.CREASED. OR-. LOCATION OF -MANHOLE*'SHIFTED TO MEET PIPE ENDS.'. BUT ANY
CHANGE IN LOCATIQN OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
4. .T SHALL BE 200-.rnm (88) FOR •VALUES OF H UP° TO AND INCLUDING 2.4...m
(8' =0') ANO 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" T0: THE PROLONGED- INVERT GRADE LINES. -SEE-NOTE 3*".*
6. REINFORCEMENT SHALL CONFORM TO ASTM.A 61.5M..GRADE -30.0(ASTM:A 615,
GRADE 40}. AND. SHALL TERMINATE 40 mm (I* 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
10. STEPS SHALL CONFORM TO STANDARD PLAN..63.5. OR .636-.. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm'(140Y 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,CAL•IFORNIA CHAPTER •'
STANDARDP'LAN'..
I -C
SHEET20F3 . .
MANHOLE.PIPE'.TO PIPE- (ONE .OR. BOTHMAIN LINE321
ID'S -825mm.(33")OR SMALLER :..
o
i E
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
I
N O
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
EoRECORDER
N
OF SAN BERNARDINO COUNTY, BEING
°
N
NORTH 00030'24" WEST.
cf)
CDI
BENCH MARK:
>N
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
N
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
LO
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
N
6-0
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
0)
a6
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
E-6 a)
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
�I
z c)
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
Co
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
o o
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
co
L_N 0 -j
NAVD 88 - 1508.56 (FEET)
0
AAAAAAAAAAAAAA A,
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
2ECOP-0 09AtN11,1O
OWNER/DEVELOPER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 279-3000
Fax: (951) 279-2100
DATE I ENGR. I CITY I DATE
0/00///
•/•
SOIL ENGINEER
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fax: (714) 630-1916
✓ US
c
No. 416
W �
d ExP-3/3112
cn&
OF
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.
NOTES :
I. WHEN DEPTH .M. F..ROM. STREET GRADE TO: THE TOP OF THE' 80X IS'LES.S
THAN 867 mm (2'-1.0. I/2") FOR PAVED* STREETS*: OR.'- 1060 *mm- (3!-68)-.FOR'--
UNPAVED
3'-6')-.FOR--
UNPAVED STREETS. CONSTRUCT SHAFT PER: SECTION C -C AND' DETAIL.
DEPTH M MAY BE* REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (61) WHEN
LARGER -VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060. mm W.-61
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 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'-06) UNLESS OTHERWISE -SHOWN. L MAY BE* IN-
.CREASED. OR-. LOCATION OF -MANHOLE*'SHIFTED TO MEET PIPE ENDS.'. BUT ANY
CHANGE IN LOCATIQN OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
4. .T SHALL BE 200-.rnm (88) FOR •VALUES OF H UP° TO AND INCLUDING 2.4...m
(8' =0') ANO 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" T0: THE PROLONGED- INVERT GRADE LINES. -SEE-NOTE 3*".*
6. REINFORCEMENT SHALL CONFORM TO ASTM.A 61.5M..GRADE -30.0(ASTM:A 615,
GRADE 40}. AND. SHALL TERMINATE 40 mm (I* 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
10. STEPS SHALL CONFORM TO STANDARD PLAN..63.5. OR .636-.. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm'(140Y 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,CAL•IFORNIA CHAPTER •'
STANDARDP'LAN'..
I -C
SHEET20F3 . .
MANHOLE.PIPE'.TO PIPE- (ONE .OR. BOTHMAIN LINE321
ID'S -825mm.(33")OR SMALLER :..
SEAL -ENGINEER
QROFESS10Nq�
W ARIC M. TORREYSO
C= No. 66068
Exp. 06-30-06
`9 CIV1\-
TF OF C
CITY OF FONTANA, CALIFORNIA
AEI-ICASC STORM DRAIN IMPROVEMENT PLANS
E 1V Ci I N E E R I N Ci DRAWN BY: SCALE:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:51•ANDARD LAN A]LS DATE:
D.J.D. / O.S. JANUARY, 2006
PREPARED BY: ARIC M. TORREYSON R.C.E. NO. 66068
EXP. E: 3 06 CHECKED BY: APPR B : DRAWING NO.: 7
/vI �� p A.M.T. C �l �'Z{' •
DATE. i6 I�L� &TY ENGINEER R.C.E. 51152 DATE: 3w 10