HomeMy WebLinkAbout3685-3.,,rr+441. ,
w
J F -
o �
s c
z s
a �
OE o
N
0
�z w
0 o t -
z ,- o
O v Z
F w
Uj
w 0 (n
� o
� ~ o
~ O M
25
o v O
a
E N U
v o �
Q N
r
Z
0Eiv
0 N E 1)
z E'
O
Cnn E O O E iv
O M
0
,n E O
NE _
w
J
O LL
s a
Z s
2 N
STEPS -SEE I II I / /� PRECAST
NOTE 3 ROOF SLAB Q
(
z
w
w
z
0
z
w
}
m
0
w
Z
2
W
w
I' -
LU w
m
0
z
0
a
U
O
J
U
Q
x
w
40 mm (1 1/2')
GROUT HOLE 50 mm x 150 mm (2'x6')
ROUGHEN SURFACE I INSIDE DIAMETER
LIGHT WEIGHT METAL
SLOPE 1.0% INSERTS. TYPICAL FOR
JOINT DETAILS I ROOF AND FLOOR SLABS.
PER NOTE 7 GROUT RAIL IN PLACE
SECTION A -A
VERTICAL SECTION
15M0150 mm (9506') OC
TYPICAL TOP &
OF SLAB
40 mm (1 1/2') GROUT 4-15M (95)
HOLES FOR FLOOR SLAB:.:JEBOTTOM
DIAGONALS
L= 825 mm
6mm (2' -94•f t I
TY P. 5 mm
(3/16')
� f �
52 mm (I 1/4') 0 ' I DFP 000 mm (3'-4') LONG 6J
r �= IS 3 (m (4D13GONALS I TOPCa BOTTOM
w
DETAIL A B
ROTATED 900 SECTION B -
REINFORCEMENT DETAILS
FOR FLOOR AND ROOF SLABS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED STANDARDS
MANHOLE SHAFT SAFETY LEDGE STANDARD PLAN
PUBLIC WORKS STANDARDS INC. METRIC
GREENBOOK COMMITTEE
330-11992
REV. 1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
0
U
L
!n
0
T
a
0
d
In
00
0
I
Ln0
0
Ln
ro
Of
w
W
V)
D
O
o'
o_
REV
DIG ALERT
U
DIAL TOLL FREE
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG 1
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
10+00
STANDARD PLAN
METRIC
330-1
7
BACKFLOW
YES OR NO
SHEET 2 OF 2
A j
Z5
NO
J
�A of
3
NO
0 N
z
PIPE RAIL
z
a �' a
yo
o
1 4
o:
z
SEE NOTE 6
2 a00
o0
-
150-
DETAIL 'A'
i rn N6''
I
��
z
30
0)
'tO
8
NOTE 3
��
C
+c0
+oo
I2EG0F,p b 1�AV�l I N C�5
+ao
+rn
13+04.00
+rn
ti
STEPS ARE
c
12+47.00
E Imm- I�
NO
w
THROUGH CONTINUOUS w
12+15.00
: 125
0 v mm I(5
13
SHAFT -�
NO
(5') 1450
11+23.00
NO
15
IMM
+
w
16
-
NO
_ -
111+26.00
COUPLING
NO
R b
T O
o
PROP. 8"
WATER
900 mm
;0:0 mm (3 _p.)
~
PRECAST
J A M E
LR h
FLOOR SLAB a
w
+B
B'
I
,�
-t
w
w
z
0
z
w
}
m
0
w
Z
2
W
w
I' -
LU w
m
0
z
0
a
U
O
J
U
Q
x
w
40 mm (1 1/2')
GROUT HOLE 50 mm x 150 mm (2'x6')
ROUGHEN SURFACE I INSIDE DIAMETER
LIGHT WEIGHT METAL
SLOPE 1.0% INSERTS. TYPICAL FOR
JOINT DETAILS I ROOF AND FLOOR SLABS.
PER NOTE 7 GROUT RAIL IN PLACE
SECTION A -A
VERTICAL SECTION
15M0150 mm (9506') OC
TYPICAL TOP &
OF SLAB
40 mm (1 1/2') GROUT 4-15M (95)
HOLES FOR FLOOR SLAB:.:JEBOTTOM
DIAGONALS
L= 825 mm
6mm (2' -94•f t I
TY P. 5 mm
(3/16')
� f �
52 mm (I 1/4') 0 ' I DFP 000 mm (3'-4') LONG 6J
r �= IS 3 (m (4D13GONALS I TOPCa BOTTOM
w
DETAIL A B
ROTATED 900 SECTION B -
REINFORCEMENT DETAILS
FOR FLOOR AND ROOF SLABS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED STANDARDS
MANHOLE SHAFT SAFETY LEDGE STANDARD PLAN
PUBLIC WORKS STANDARDS INC. METRIC
GREENBOOK COMMITTEE
330-11992
REV. 1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
0
U
L
!n
0
T
a
0
d
In
00
0
I
Ln0
0
Ln
ro
Of
w
W
V)
D
O
o'
o_
REV
DIG ALERT
U
DIAL TOLL FREE
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG 1
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
10+00
STANDARD PLAN
METRIC
330-1
7
BACKFLOW
YES OR NO
SHEET 2 OF 2
14+45.00
Z5
NO
J
14+55.00
3
NO
0 N
z
Z
z
a �' a
yo
o
1 4
z
0
2 a00
o0
1
150-
o0
i rn N6''
�N
��
03 o `. ��o o-
17 +
i
77s�
„E
+00
� f
SEWER 1 2
SEE SEE
11+00
12+00
13+00
1 1 +00 N 10' 12'20"E 12 00 0
CL MH
0.20 2 PROP. R/W 2 12+91.31
CLMH
10+53.88
n v_wr-
SEWER LINE'B'
0
14+00
1-8 700
N o =
15+00
s z9'0 ,E 14 00 �\ 1
� I
1�
C 1
/
2
V
4
SEWER CONSTRUCTION NOTES:
NOTES
1. MANHOLE SHAFT SAFETY LEDGE WILL BE NOTED ON THE PROJECT
DRAWINGS WHEN REQUIRED. IT IS TO BE CONSTRUCTED WHEN DEPTH
OF MANHOLE TO INVERT IS GREATER THAN 6 m(20') AND MANHOLE
SHAFT IS GREATER THAN 3 m(10').
2. A SAFETY LEDGE SHALL NOT BE USED IF A PRESSURE MANHOLE IS
REQUIRED.
3. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 AND SHALL
BE ANCHORED 100 mm (4') IN THE WALL OF THE STRUCTURE. STEPS
SHALL BE PLACED TO MATCH THE SPACING OF THE MANHOLE SHAFT.
4. REINFORCEMENT SHALL BE PER ASTM A 615M. GRADE 300 (ASTM A 615,
GRADE 40) AND SHALL TERMINATE 50 mm (2') CLEAR OF CONCRETE
SURFACE UNLESS OTHERWISE SHOWN.
5. GROUT HOLES, PIPE AND FITTINGS SHALL BE PROVIDED IN THE FLOOR
SLAB. PRESSURE GROUTING SHALL BE USED TO FILL VOIDS AND TO
SECURE UNIFORM BEARING. THE GROUT SHALL BE NEAT CEMENT
GROUT AND GROUTING PRESSURES SHALL BE AS DETERMINED IN THE
FIELD BY THE ENGINEER.
6. PIPE RAIL SHALL BE FABRICATED OF 32 mm (1 1/4') STANDARD GALVANIZED
PIPE COMPOSED OF TWO SECTIONS 2.25 m (7'-61) a 450 mm (18') IN
LENGTH JOINED BY A GALVANIZED COUPLING. THE COUPLING SHALL BE
THREADED A MINIMUM OF 50 mm (2') ON EACH PIPE LENGTH.
7. ROOF AND FLOOR SLABS SHALL BE PRECAST AND KEYED FOR
REINFORCED CONCRETE PIPE SECTIONS AS SHOWN. ALL JOINTS SHALL
BE FILLED WITH CLASS C MORTAR AND NEATLY POINTED OR WIPED ON
THE INSIDE.
8. 1800 mm (72') RCP SHALL BE PROVIDED WITH TWO CIRCULAR CAGES OF
REINFORCEMENT.
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
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 PLAN IS INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900mm (36') WITHOUT REDUCER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
330-1
MANHOLE SHAFT SAFETY LEDGE
BACKFLOW
YES OR NO
SHEET 2 OF 2
14+45.00
PREPARED FOR:
FIELDSTONE COMMUNITIES, INC.
2 ADA, SUITE 200
IRVINE, CA 92618
(949) 790-5400
NO
2
14+55.00
z z
NO
z
z
Z
z
14+86.00
1 4
�2
13 1
2 a00
o0
1 1 10
a�
o0
t7
�� ,/r°• y
NO
��
14+42.00
0)
'tO
8
O
��
C
+c0
+oo
I2EG0F,p b 1�AV�l I N C�5
+ao
+rn
13+04.00
+rn
+rn
c
12+47.00
NO
12
12+15.00
NO
13
OC
NO
PROP. I R/W
11+23.00
NO
15
'-
+
- -
16
-
NO
_ -
111+26.00
NO
T O
N C I R.
PROP. 8"
WATER
J A M E
1 1 +00 N 10' 12'20"E 12 00 0
CL MH
0.20 2 PROP. R/W 2 12+91.31
CLMH
10+53.88
n v_wr-
SEWER LINE'B'
0
14+00
1-8 700
N o =
15+00
s z9'0 ,E 14 00 �\ 1
� I
1�
C 1
/
2
V
4
SEWER CONSTRUCTION NOTES:
NOTES
1. MANHOLE SHAFT SAFETY LEDGE WILL BE NOTED ON THE PROJECT
DRAWINGS WHEN REQUIRED. IT IS TO BE CONSTRUCTED WHEN DEPTH
OF MANHOLE TO INVERT IS GREATER THAN 6 m(20') AND MANHOLE
SHAFT IS GREATER THAN 3 m(10').
2. A SAFETY LEDGE SHALL NOT BE USED IF A PRESSURE MANHOLE IS
REQUIRED.
3. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 AND SHALL
BE ANCHORED 100 mm (4') IN THE WALL OF THE STRUCTURE. STEPS
SHALL BE PLACED TO MATCH THE SPACING OF THE MANHOLE SHAFT.
4. REINFORCEMENT SHALL BE PER ASTM A 615M. GRADE 300 (ASTM A 615,
GRADE 40) AND SHALL TERMINATE 50 mm (2') CLEAR OF CONCRETE
SURFACE UNLESS OTHERWISE SHOWN.
5. GROUT HOLES, PIPE AND FITTINGS SHALL BE PROVIDED IN THE FLOOR
SLAB. PRESSURE GROUTING SHALL BE USED TO FILL VOIDS AND TO
SECURE UNIFORM BEARING. THE GROUT SHALL BE NEAT CEMENT
GROUT AND GROUTING PRESSURES SHALL BE AS DETERMINED IN THE
FIELD BY THE ENGINEER.
6. PIPE RAIL SHALL BE FABRICATED OF 32 mm (1 1/4') STANDARD GALVANIZED
PIPE COMPOSED OF TWO SECTIONS 2.25 m (7'-61) a 450 mm (18') IN
LENGTH JOINED BY A GALVANIZED COUPLING. THE COUPLING SHALL BE
THREADED A MINIMUM OF 50 mm (2') ON EACH PIPE LENGTH.
7. ROOF AND FLOOR SLABS SHALL BE PRECAST AND KEYED FOR
REINFORCED CONCRETE PIPE SECTIONS AS SHOWN. ALL JOINTS SHALL
BE FILLED WITH CLASS C MORTAR AND NEATLY POINTED OR WIPED ON
THE INSIDE.
8. 1800 mm (72') RCP SHALL BE PROVIDED WITH TWO CIRCULAR CAGES OF
REINFORCEMENT.
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
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 PLAN IS INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900mm (36') WITHOUT REDUCER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
330-1
MANHOLE SHAFT SAFETY LEDGE
BACKFLOW
YES OR NO
SHEET 2 OF 2
LOT
NUMBER
DESIGN
STATION
"AS BUILTS"
BACKFLOW
YES OR NO
1
14+45.00
PREPARED FOR:
FIELDSTONE COMMUNITIES, INC.
2 ADA, SUITE 200
IRVINE, CA 92618
(949) 790-5400
NO
2
14+55.00
T ACT N O -1 X317
NO
3
14+78.00
NO
4
14+86.00
DATE: 11/29/04
NO
5
14+75.00
DWG N0.
NO
6
14+48.00
t7
�� ,/r°• y
NO
7
14+42.00
NO
8
13+80.00
NO
9
13+35.00
I2EG0F,p b 1�AV�l I N C�5
NO
10
13+04.00
•o
NO
11
12+47.00
NO
12
12+15.00
NO
13
11+54.00
NO
14
11+23.00
NO
15
10+81.00
NO
16
10+17.00
NO
17
111+26.00
NO
�1 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN
O2 CONSTRUCT 48" STANDARD PRECAST SEWER MANHOLE PER CITY OF FONTANA STD. DWG NO. 112
O4 INSTALL 4" V.C.P. EXTRA STRENGTH SEWER LATERAL PER CITY OF FONTANA STD. DWG NO. 125
�7 INSTALL CONCRETE ENCASEMENT PER DETAIL ON SHEET 2
REVISION DESCRIPTION
DATE
ENGR. I
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.
ELEVATION: 1194.630
DRAWN BY: SC
T ACT N O -1 X317
SCALE: AS SHOWN
y y s z FAX (909) 581-0696
N0. C 047255 ,n Civil Engineers Land Surveyors
Exp. 12/31/05 A
M
Job Number: 655.0101
DESIGNED BY: JC
.
DATE: 11/29/04
srgr c i v i r. ' �`/p¢
CHECKED BY:
APP OVED
DWG N0.
30F
O�a�r
e OF oA�'F STEVE L. ELLIS DATE
���'D
t7
�� ,/r°• y
3685
3
f ITV CI�I(`I�ICC17 r C F 1 1 S')
I2EG0F,p b 1�AV�l I N C�5
5/2t Jo'1
•o
HORIZ 1 =40'
E w VERT 1 "=4'
=-=? PLAN
-_� _ 1 "=40'
GRAPHIC SCALE
40 O 20 40 80
( IN FEET )
1 inch = 40 ft.
PREPARED BY:
CITY OF FONTANA
10390 Commerce Center Dr., Ste. 200
O FS1 aRancho Cucamonga, California 91730
Q
SEWER IMPROVEMENT PLA N
O
`' F<� Fy Phone (909) 581-0676
DRAWN BY: SC
T ACT N O -1 X317
SCALE: AS SHOWN
y y s z FAX (909) 581-0696
N0. C 047255 ,n Civil Engineers Land Surveyors
Exp. 12/31/05 A
M
Job Number: 655.0101
DESIGNED BY: JC
.
DATE: 11/29/04
srgr c i v i r. ' �`/p¢
CHECKED BY:
APP OVED
DWG N0.
30F
O�a�r
e OF oA�'F STEVE L. ELLIS DATE
���'D
t7
�� ,/r°• y
3685
3
f ITV CI�I(`I�ICC17 r C F 1 1 S')