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NOTES
L A coNcRE'`E COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT,
FOR CURVE JOINTS (SEE DETAIL B SHEET 1)
Ir"' THE EXTR
EME ENDS OF THE P!�
E LEAVE EA CLEAR E�R
SPACE
C
E
THAT IS GREATER THAN 25 mm (It), BUT IS LESS THAN 75 mm((3*)
A CONCRETECOVER
IS REQUIRED IN ACCORDANCE AhCE WI H SUBSECT I N
306-1:2.4 OF THE SSPWC.
IF THE. EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (3*). BUT LESS THAN
150 wri (61. A CONCRETE COLLAR IS REQUIRED. IF TIME CLEAR
PACE IS 150 mm (6 I OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED..
3. CONCRETE *COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
. CONNECTOR PIPES
A: WHERE PIPES OF IIFFER_
EIT DIAMETERS :ARE JOINED WITH A
CONCRETE COLLAR.
LAN� T SHALL BE THOSE OF T E
LARGER
PINE, D -OI OR Oz. WHICHEVER IS GREATER.
BWHt� ,
E Di 1S EQUAL TO OF? L E S ST
THAN D. JOIN I I�1 V EI`Z T S AND't'�E
WHEN ISL
C►I 13 GREATER E ER TF4 A1'�
I D JOIN S �} � F I `(' S,
5. FOR PIPE LARGER THAN 18OO mm (721 SPECIAL COLLAR DETAILS
ARE REQUIRED.
6, FOR
PIPE I
7E i Q T LISTED D USE NEXT SIZE LARGER,
m REINFORCEMENT
SN
A L CONFORMT
� ASTM A 6I5 M tA6I
5) GRADE
30000).
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) +,T.
Oa REINFORCING G SHALL DE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (211 AND ON ALL PIPES WHERE THE SPACES
BETWEEN TIME EXTREME OUTER ENDS IS 75 mm (3") OR LARGER,
CIRCULAR TIES NO. OF
WHERE THE SPACE BETWEEN PINE ENG$ EXCEEDS 75 mm (3'1. THE
NUMBER OF CIRCULAR TIES SHALL. BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 raft► (6`) O.C.
10, HERE THE PIPE IS 525 mm (21*) OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBI: OR EQUAL SHALL. BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL aY). WHEN THE PIPE IS 600 men (24.)
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE:
INTERIOR JOINT T SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
It. DIMENSIONS NS 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 BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIDE'S. IF ENGLISH UNITS ,ARE. USED, ALL VALUES USED
FOR CONSTRUCTION SHALL. BE ENGLISH UNITS.
6
6
° 1 "�' - EDGES T4 8EROUNDED
TO 75 mm I
OF SPUD?
., .� ..
MIN,
ALL
N, �
,. lt* STEi�L t�lntlt�', 1514
E if P fQO r�trtt (-l4 0 41) OC
RIPE DIAI'iIETER
LEGAL DESCRIPTION:
CIRCULAR TIES
BEARINGS ARE BASED ON THE WESTERLY LINE OF
25 r r (21")
OR LESS
3
600
tarn (24`1 TO
7.50
trim (301
3
IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66
1 TO
m{�r}�p� t
1425I((� 2 5
mm (5�j7�ry�" )L}
DIAL
{t(�^'3+j [2��5
+'x✓'Sf0
]3ry�y.3/�p"
#J i51# �:I 4F �� Tt/:t'a/Y�
STREET RAGE
tF Ili. I: .1 !f,zp.~j..
.. -.. ., _. y�.. .. .
WHERE THE SPACE BETWEEN PINE ENG$ EXCEEDS 75 mm (3'1. THE
NUMBER OF CIRCULAR TIES SHALL. BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 raft► (6`) O.C.
10, HERE THE PIPE IS 525 mm (21*) OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBI: OR EQUAL SHALL. BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL aY). WHEN THE PIPE IS 600 men (24.)
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE:
INTERIOR JOINT T SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
It. DIMENSIONS NS 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 BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIDE'S. IF ENGLISH UNITS ,ARE. USED, ALL VALUES USED
FOR CONSTRUCTION SHALL. BE ENGLISH UNITS.
6
6
° 1 "�' - EDGES T4 8EROUNDED
TO 75 mm I
OF SPUD?
., .� ..
MIN,
ALL
N, �
,. lt* STEi�L t�lntlt�', 1514
E if P fQO r�trtt (-l4 0 41) OC
200 men (01)
00 mm (80). ►
OPTIONAL, OTTQty( GRADE POINTS.
SEE NOTE 5
SECTION �•- T SI*t OF VALUES ,FO M ( N i 11
SECTION PA�I0 SikCEt GTAYE'D TR ET
Alit MIN ASA}( MIN.
-A 867 mm ( • -to wr rUttU rr
c- 6 (It" IIx ( I/F' 410 ► 66.) 36 P rrsrr� , A
BASIS OF BEARINGS-
LEGAL DESCRIPTION:
DETAIL "N" P, N
BEARINGS ARE BASED ON THE WESTERLY LINE OF
O
c:
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
BEING
BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF
/ a
..PLAN
SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
(RI_fQ$ AND COVER NOT SHOWt4)
IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66
COUNTY OF SAN BERNARDINO.
SEE NOTE I
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
DIAL
STREET GRADC
MANHOLE FRAMC �t?NCFtE[E RINGS
STREET RAGE
.�
ANO COV R PER PER STD. PLAN X24
STD. PLAN
�0
2 MM e nn
610
OMIT �
� THIS .t`
TOLL FREE 1-800-227-2600
1
NAVD 88 - 1508.56 (FEET)
(24 1)
IN PAVE STR T
MA rift.
RING T
SHAFT 225 rnm (4'fi�^~�
PER
;
t r610
MM
PAVED
{art!
�l/ySTREET�..
�ji./ANs�w 1550 ik M
STREETS FOR Ll;!,I
�
,, .
PAVED
�. i..
I 12 IN rnrn
$ TR
It acs �l
7-*� mun (3' I
- I MM x ma
5 9 m t'S x 2) PIPE S!» AT
.
10in (•. »III
IS mm
2 (5 1
OF INLETS
(I1,
ROUND EDGE$
I5
_
INLET ELEVATION
APPLIES AT THIS �
S E C T� C N C S C
POINT
SECTION
A -,
STATION LINT~ �-m-�,,
900 MM (3'-0*)
.-,
_ ,
STEPS
54 mm
Y'
� msn
i n I
200 men (01)
00 mm (80). ►
OPTIONAL, OTTQty( GRADE POINTS.
SEE NOTE 5
SECTION �•- T SI*t OF VALUES ,FO M ( N i 11
SECTION PA�I0 SikCEt GTAYE'D TR ET
Alit MIN ASA}( MIN.
-A 867 mm ( • -to wr rUttU rr
c- 6 (It" IIx ( I/F' 410 ► 66.) 36 P rrsrr� , A
I N INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER
N �; OF SAN BERNARDINO COUNTY, BEING NORTH 00"30'24'
WEST.
`O
%o
BASIS OF BEARINGS-
LEGAL DESCRIPTION:
�o
3
BEARINGS ARE BASED ON THE WESTERLY LINE OF
O
c:
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
BEING
BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF
/ a
AS SHOWN ON AMENDING MAP OF TRACT 13750, FILED
SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
Q
IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66
COUNTY OF SAN BERNARDINO.
I N INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER
N �; OF SAN BERNARDINO COUNTY, BEING NORTH 00"30'24'
WEST.
`O
%o
BENCH MARK:
Q
N
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
O
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
/ a
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
`� V)
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
0
/w VVVVVW~
E
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
DIAL
a)
Z
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
TWO WORKING
BEFORE
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
��� DAYS BEFORE
Y ❑ U DIG YOU D I G
�0
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
o co
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
TOLL FREE 1-800-227-2600
0 J
NAVD 88 - 1508.56 (FEET)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
OWNER/DEVELOPER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 279-3000
Fax: (951) 279-2100
REVISION DESCRIPTION
KEC09p 0,2, 4 WIAIG
rT 4 ) (Flv, 3/29!,09)
NOTES
Ir
WH
ENPTH M
QE FROM STREET GRADE TO THE TOP OF THE BE}?i IS :LES
THAN A �:
N I:367 mit (2 �10 1l2 � F(�FT PAYED ETRE TS OR -�
E S I
06
4 mm
(3 FOR
0
R s.
UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION CSC AND
DETAIL
DEPTH :
`'
MMA BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6',) WHEN
W
LARGER
VALUES OF �
S MWOU WOULD REDUCE H 1N SECTION C C `�0 iQ -
OR LESS.
2. FI (IN SECTION A -A AND B-8) SMALL. NOT BE LESS THAN 1.2 rn (4'-0*),
BUT MAY BE
INCI4EASED PROVIDED THAT THE VALUE OF M SHA(!NOT
TBE LESS THAN THEhINIMUM
SPECIFIED AND THAT THE REDUCER SHALL
BE USED. FOR F (IM SECTION C --C) SEE NOTE 1.
3. L.. SHALL BE 1.2 In (4`-0') UNLESS
OTH W"ISE S
NOW1. L M
ASBE IN-
CREASED
CREASED OR LOCATION OF MANHOLE SHIFTED MEET PIPE ENDS BUT
T
ANY
CHANGE IN LOCATION
OF THE SPUR MUST 8E APPROVED BY THE ENGINEE
R.
i
4. T SHALL BE 200 mm (89 FOR
VALUES OF H UP T I
O AND EN!CL.lD(I`G 2.4 m
(8'-0*) AND 250 mm (14') FOR VALUES OF H OVER 2.4 In (81-0*).
5. STATIONS OF MANHOLES SHOWN .OWN ON PROJECT aFZAW1NGS APPLY AT
CENTER
LINEOF
SHAFT,
EL VATI
,� ONS ARE SHOWN AT CENTER, E TER LINE F
Q
SHAFT AND!REFER TO THE PROLONGED INVERT GRADE LINES. SEE. NOTE 3�
6. REINFORCEMENT SHALL CONFORM =TO ASTM A 615#x# GRADE 300(ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mmI
( I/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN,
7. FLOOR OF
MANHOLE SHALL BE STEEL TROWELED TO SPRING L.fNE,
8. BODY OF MANHOLE SHALL BE ,SOURED IN
ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
MAY. -BE PLACED AT SPRING LINER
9: THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY ARY TO PROVIDE
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8').
10. STEP.: SHALL CONFORM ORM TO STANDAR(} PLAN 635 OR 6 r
36t UNLESS .OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm ti4$) TO 375 mm
(15K) QC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mcn4
(2 ) ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE.
;lV
w
SOIL ENGINEER , T OR�q
ALBUS-KEEFE and ASSOC. INC.
1011 N. Armando Street cm rr
Anaheim, CA 92806 N0.66 68 �
Ph: (714) 630-1626
Fax (714) 630-1916 � * EXP. CXo 3b !O
q CIVl�_
OF it C AL1�0
DATE ENGR. CITY DATE SEAL -ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
QRO
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL FESSIONgI
F
ti
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w ARic M. TORREYSCLN
66068
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING No. 66068
06-30-06
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS INciv\� 1*7 dv
F OF
„�,7�a8 EFFECT.
CITY OF MONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
AEI�ICASC
�DRAWN BY: SCALE:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 0•S• � AS SHOWN
DESIGNED BY: STANDARD DETAILS DATE:
PH. (909) 783-0101 FAX (909) 783-0108 / JUNE 2005
PREPARE BY: ARIC M. TORREYSON R.C.E. N0. 66068 D.J.D. / O.S .� "
EXP. E• 0 -30- CHECKED BY: APP D BY• DRAWING NO.:
70a
A.M.T.7f�3853
DATE:- ITV ENGINEER R.C.E. 51152 DATE: 111
J
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 (364)
TO 1050 mm (42M) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm (33") 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.
S. 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
TME END OF THE RCP, SWALL BE A MINMUM. OF 150 mm (f ").
C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
1. PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
13. MANHOLE SHAFT SHALL. CONFORM! TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
14. WHERE A MANHOLE SHAFT _ 900 mm (360) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 336.
15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER
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
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.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN'
324 MANHOLE SHAFT -- WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT _ 900 mm (36') WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER
630 610 mm (24") MANHOLE FRAME AND COVER
633 914 mm (360) MANHOLE FRAME AND COVER
635 STEEL, STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER s`rarlDaRo Pi.arl
MANHOLEPIPE 7'O PIPE �ONE OR B07`1H MAIN LANE METRIC
ID'S 825mm �3 OR SMALLE 321-1.R)-
1#1.
S!ilrE"f 3 OF
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