HomeMy WebLinkAbout2576-24o'
o-
MANHOLE
E AND
COVER SEE DML A/C -27 � EXISTING GRADE (NP)
3" ADJUSTING
RING(S) (OPTIONAL)
" REDUCER RING
36"
005i?-
5,
Co
1/2" CLASS "D" MORTAR :
PER SSPWC SECTION 201-5.1
WALL THICKNESS
OUTLET
PIPE I.D.
MANHOLE
I.D.
MANHOLE I.D. SEE TABLE
SEE TABLE
4'
5"
:'.
5'
6"
27"-36"
STEPS
7"
42"-48"
8'
SEE DTL D SHT C-27 °
DO NOT MORTAR
:.DO
5.5
NOT MORTAR :
EXTERIOR PERIMETER
CLASS 2
12
TOP 1/2 O.D. PIPE
OF PIPE OPENING
GREATER
DRAWING NO.:
Zs76
��
2
27�j'
(TYPICAL FOR ALL PIPES)
I
O
SLOPE SHELF TOWARDS m=
O_
NOTE 1
FROM CHERRY AVE
CHANNEL
0
,
1
12
SECTION 306-1.3 AND
SPECIAL PROVISIONS
II 24
GREATER
z
v 12
OUTLET
�II�I
c�
........ ..................
. I
::: : \ ::::::::::: INLET
:::::::. :. . �-
FROM FONTANA AVE
2.5 - 5
>
12
TO CYPRESS AVE
SEE NOTE 1
U
�'
jLz_' -` �' ---3 �' •
PIPE TO MANHOLE
z
6
6
FLEXIBLE CONNECTOR
CITRUS AVE
5
\z#4
AS PER SPEC SECTION
a
@ 6" 0. C. EACH WAY (MIN)
02605-2.04
18" MAX (36"sd OR GREATER)
o
UNDISTURBED EARTH
6" MIN
6" MIN
12"
I.D. + 24" MIN
I PIPE BEDDING SEE
SECTION A -A
MANHOLE DIMENSIONS
OUTLET
PIPE I.D.
MANHOLE
I.D.
WALL
THICKNESS
<18"
4'
5"
18"-24"
5'
6"
27"-36"
6'
7"
42"-48"
8'
9"
0
LL_
Q
z
< =>
w
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O
0
w
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w
z
d -
N
MANHOLE PLAN VIEW
DETAIL A
Camp Dresser & McKee Inc.
9220 gevelend Avenue, 3iite 100
Rancho Cucetnorge, CeiforNa 91730
Q°'gib^'ftn Tek (909) 573500
�� Fax (909) 980-5185
FINISHED GRADE
EXISTING
GROUND SURFACE -�
BACKFILL
PIPE ZONE BEDDING
PIPE DIA
T
(INCH)
(INCH)
8
4
12
4
15
4
18
4
30
4
36
4.5
42
5.5
48
6
UNPAVED PAVED
NEW PAVEMENT
SAW CUT EXST, MATCH EXIST
SURFACE ELEVATION
WITH NEW PAVEMENT
EXST PAVEMENT
NOTES : I �
UNDISTURBED EARTH
1. SEE GEOTECHNICAL REPORT FOR SLOPE REQUIREMENTS
AND OTHER RECOMMENDATIONS.
2. EXISTING PAVEMENT SHALL BE SAW CUT 12" BEYOND
BOTH SIDES OF TRENCH. CRACKED PAVEMENT ADJACENT
TO TRENCH SHALL BE CUT AND REMOVED. ALL EDGES
OF EXISTING PAVEMENT BEING JOINED SHALL RECEIVE
A TACK -COAT OF ASPHALT EMULSION.
3. COMPACTION SHALL BE IN ACCORDANCE WITH SSPWC AND
SPECIAL PROVISIONS SECTION 306-1.3.4.
PIPE ZONE BEDDING CLASS
BEGIN STATION
SEE DTL D
BEDDING CLASS
10+00
88+00
CLASS 3
a
181+52
CLASS 1
AGGREGATE BASE
206+90
CLASS 3
206+90
12"
CLASS 1
CITRUS AVE
CITRUS AVE
I
o
�
CLASS 2
12
w
CHECKED BY.
GREATER
DRAWING NO.:
Zs76
��
2
27�j'
SAN BERNARDINO AVE
I
O
T+1 OR 6
O_
NOTE 1
FROM CHERRY AVE
BACKFILL SEE SSPWC
0
,
1
12
SECTION 306-1.3 AND
SPECIAL PROVISIONS
fr
GREATER
I
SAN BERNARDINO AVE
�II�I
FROM FONTANA AVE
2.5 - 5
6
>
12
TO CYPRESS AVE
SEE NOTE 1
U
CHERRY AVE
z
6
6
12
CITRUS AVE
5
6
8" MIN,
a
12" MAX (33 -of OR LESS),
18" MAX (36"sd OR GREATER)
o
z
12"
PIPE
I PIPE BEDDING SEE
ZONE
�,��
>�\
SSPWC SECTION 306-1.2.1
AND TABLES, THIS SHEET
T MIN PIPE ZONE BEDDING BELOW
1 OUTSIDE DIAMETER OF PIPE
NOTES : I �
UNDISTURBED EARTH
1. SEE GEOTECHNICAL REPORT FOR SLOPE REQUIREMENTS
AND OTHER RECOMMENDATIONS.
2. EXISTING PAVEMENT SHALL BE SAW CUT 12" BEYOND
BOTH SIDES OF TRENCH. CRACKED PAVEMENT ADJACENT
TO TRENCH SHALL BE CUT AND REMOVED. ALL EDGES
OF EXISTING PAVEMENT BEING JOINED SHALL RECEIVE
A TACK -COAT OF ASPHALT EMULSION.
3. COMPACTION SHALL BE IN ACCORDANCE WITH SSPWC AND
SPECIAL PROVISIONS SECTION 306-1.3.4.
PIPE ZONE BEDDING CLASS
BEGIN STATION
END STATION
BEDDING CLASS
10+00
88+00
CLASS 3
88+00
181+52
CLASS 1
181+52
206+90
CLASS 3
206+90
223+05
CLASS 1
CITRUS AVE
CITRUS AVE
CLASS 3
CHERRY.AVE
CHERRY AVE
CLASS 2
4. EXCAVATION SHALL BE IN ACCORDANCE WITH SSPWC AND SPECIAL PROVISIONS SECTION 306-1.1.
5. CLASS 2 BEDDING SHALL CONSIST OF 1/2" GRAVEL OR CRUSHED STONE MATERIAL MEETING THE GRADATION SHOWN
IN TABLE 200-1.2fA1 FROM THE TRENCH BOTTOM TO THE CENTERLINE OF PIPE AND ACCEPTABLE (AS DETERMINED
BY THE ENGINEER) NATIVE MATERIAL TO A HEIGHT OF 12 INCHES ABOVE THE PIPE. SEE SECTION 200-1.2 AND
306-1.2.1 OF THE SSPWC AND SPECIAL PROVISIONS.
6. CLASS 1 BEDDING SHALL CONSIST OF ACCEPTABLE (AS DETERMINED BY THE ENGINEER) NATIVE MATERIAL FROM THE
TRENCH BOTTOM TO A HEIGHT OF 12 INCHES ABOVE THE PIPE. SEE SECTION 306-1.2.1 OF THE SSPWC AND
SPECIAL PROVISIONS.
7. CLASS 3 BEDDING SHALL CONSIST OF 3/4" GRAVEL OR CRUSHED STONE MATERIAL MEETING THE GRADATION SHOWN
IN TABLE 200-1.2(A) FROM THE TRENCH BOTTOM TO THE CENTERLINE OF PIPE AND ACCEPTABLE (AS DETERMINED
BY THE ENGINEER) NATIVE MATERIAL TO A HEIGHT OF 12 INCHES ABOVE THE PIPE. SEE SECTION 200-1.2 AND
306-1.2.1 OF THE SSPWC AND SPECIAL PROVISIONS.
TYPICAL PIPE TRENCH
DETAIL B
NOT TO SCALE -
N
EXIST MANHOLE
PIPE TO
TO BE PLUGGED, SEE
DTL B THIS SHEET
EXIST 21"VCP TO BE
ABANDONED����
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NEW 21"
VCP
INV EL=1127.58'±
- INV EL=1127.68'(
(FIELD VERIFY)
EXIST
21"
MANHOLE
DETAIL KOOK
1/2" = 1'-0" C-24
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
l `0 CAOESP allolof ?4n - 11 -dr,
6" MIN (BELL TO O.D.)
I
4" MIN (TYP)-*f
SPACERS SHALL BE USED
TO ENSURE CORRECT
POSITION OF CARRIER
PIPES WITHIN CASING PIPE
SECTION
NOT TO SCALE
JACKING/
RECEIVING PIT
CASING PIPE
CARRIER PIPE
BELL O.D.
STRAPPING BANDS
ALL ANNULAR SPACES BETWEEN
CASING AND CARRIER PIPES SHALL
BE FILLED WITH NON -SHRINK GROUT
SHEETING AND BRACING
Iva IVA
TO BE REMOVED UNLESS
ORDERED LEFT IN PLACE
BY THE ENGINEER
`- JACKING/RECEIVING PIT
PING BANDS
/�i�CARRIER PIPE
CARRIER PIPE
II
REDWOOD OR NYLON SKIDS CHAMFERED SLOTS AND ENDS
ONE PER SET OF PIPE - OF WOOD SPACERS (TYP)
FOR EASY SLIDE OVER
SIDE VIEW WELD JOINTS
NOTES:
1. CASING PIPE JOINTS SHALL BE CONTINOUS WELDED WITHOUT DEFLECTION.
2. SEE PIPELINE PROFILE FOR LIMITS OF CASING PIPE.
3. SEE PLANS FOR CASING PIPE DIMENSIONS AND SPECIFICATIONS (SECTION 02151)
FOR OTHER DETAILS.
4. COMPLETED CASING PIPE INTERIOR SHALL BE SWABBED WITH LUBRICANT (PIPE DOPE)
PRIOR TO CARRIER INSTALLATION. CARRIER PIPE SHALL BE PULLED THROUGH
CASING PIPE.
5. CARRIER PIPE SHALL BE SUCCESSFULLY TESTED PRIOR TO FILLING ANNULAR SPACE
BETWEEN IT AND THE CASING.
6. CONTRACTOR SHALL SUBMIT METHODS AND MATERIAL TO ENGINEER FOR REVIEW
PRIOR TO INSTALLATION.
7. SEE GEOTECHNICAL REPORT FOR SOIL INFORMATION. REVISE AS REQUIRED TO
MATCH RECOMMENDATIONS.
8. BELLS OF CARRIER PIPES SHALL BE STAGGERED.
STEEL CASING PIPE
DETAIL C
NOT TO SCALE -
NEW 15"
vro
N INV EL=1121.49'
FOOTING
INV EL=1121.47'
SEE NOTE 1
MANHOLE RUNGS
INV EL=1122.41'
I
ll INV EL=1121.57'
.' .............
.............
...... .. ...........
AC PAVEMENT
CCC KIATC 7
SEE PAVEMENT
SCHEDULE FOR
REQUIRED
THICKNESS
SEE TYPICAL PIPE TRENCH
DETAIL FOR FILL REQUIREMENTS
EXISTING PAVEMENT
F-
SEAL EDGES
W/ TACK COAT
PRIME COAT
PAVEMENT SCHEDULE
PAVEMENT AREA
THICKNESS (INCHES)
(STREET NAME)
EXISTING
SAN BERNARDINO AVENUE TRUNK SEWER
•'
AC (T)
A
B
C
SAN BERNARDINO AVE
MISCELLANEOUS DETAILS I
T+1 OR 6
°-
FROM SAN SEVAINE CHANNEL
5 - 8
WHICHEVER IS
6
12
TO CHERRY AVE
CHECKED BY.
GREATER
DRAWING NO.:
Zs76
��
2
27�j'
SAN BERNARDINO AVE
I
O
T+1 OR 6
CITY (NEER R.C.E. 51152 DATE:
FROM CHERRY AVE
7
WHICHEVER IS
6
12
TO FONTANA AVE
GREATER
SAN BERNARDINO AVE
FROM FONTANA AVE
2.5 - 5
6
6
12
TO CYPRESS AVE
CHERRY AVE
3.5
6
6
12
CITRUS AVE
5
6
6
12
NOTES:
1. SUBGRADE AND AGGREGATE BASE SHALL BE IN ACCORDANCE WITH SSPWC AND SPECIAL
PROVISIONS SECTION 301.
2. AC PAVEMENT SHALL BE IN ACCORDANCE WITH SSPWC AND SPECIAL
PROVISIONS SECTION 302-5.
PAVEMENT PATCH
DETAIL D
NOT TO SCALE -
U
U
0
W
-0
..
EXIST 18"
VCP o
n
N
- - O
1 -
O
INV EL=1140.3±
N eye
FOOTING 6 °
AO' ' �� z
INV EL=1140.20' = =
= o INV EL=1140.49' N
: U
INV EL=1140.10' ; : AN I
' FLOW NEW 21" NEW 18" I .... ...� . .....FL'OW..vi
NEW 18" z
No
v
45° I - - - - -VCS 40° -VCF-- ow
l..... ..........
INV EL=1121.52'
° INV EL=1121.49'
STOP GATE AND -
GUIDE, SEE
DTL A SHEET C-28
NEW 21"
VCP
MANHOLE N0. 59
CITRUS AVE DIVERSION
DETAIL KOOOF
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 REVIISIIONS TO THE PLANS TO BRING
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN
EFFECT.
INV EL=1121.47'
.v
80
N
O
STOP GATE AND
GUIDE, SEE INV EL=1140.23'
DTL A SHEET C-28 =
- w
MANHOLE RUNGS
INV EL=1140.20' o
- -� x
SEE NOTE 1
INV EL=1140.1'±
- z
NOTES: z
1. 36" DIAMETER MANHOLE FRAME AND COVER EXIST VCP 4„ ~
SIMILAR TO DTL A SHEET C-27 m
vi
MANHOLE NO. 66
CYPRESS AVE DIVERSION N
DETAIL KoG
0
0
1/2" = V-0" C-20 0
w
Prepared Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
Lo
N
SAN BERNARDINO AVENUE TRUNK SEWER
•'
DRAWN BY:
SCALE:
WF/C
MISCELLANEOUS DETAILS I
NOTED
°-
DESIGNED BY:
NL
E-
SATE:
NOV 2006 1
_00
CHECKED BY.
APP BY.
ZL .0
DRAWING NO.:
Zs76
��
2
27�j'
' Date : ///Z i �DC
I
O
CITY (NEER R.C.E. 51152 DATE:
DKT/LRL