HomeMy WebLinkAbout2576-251 iCTTAI/-% CI n -r
38-1/2"
33-3/8"
16-11/16
30"
NOTES:
1. CAST IRON SHALL CONFORM TO ASTM
)LE A-48 CLASS 35 B.
IA 2. WEIGHT OF FRAME SHALL BE 304 lbs -
352 lbs WEIGHT OF COVER SHALL BE
290 lbs - 336 lbs.
3. THE LETTERS "S" SHALL BE CAST INTO
THE TOP OF THE COVER WITH A LINE
WIDTH OF 1/2", A HEIGHT OF 2 1/2",
AND BE FLUSH WITH THE FINISH
SURFACE OF THE COVER.
4. MANHOLE COVER SHALL BE ALHAMBRA
FOUNDRY CO. PLATE NO A-1497 OR
N APPROVED EQUAL.
I 5. FRAME AND COVER SHALL BE COATED
WITH BITUMINOUS PAINT.
6. THIS DETAIL APPLIES TO ALL MANHOLE
FRAMES AND COVERS NOT OTHERWISE
SPECIFIED.
MANHOLE FRAME AND COVER
DETAIL rA
NOT TO SCALE -
PIPE TO
TO BE PLUGGED, SEE
DTL B THIS SHEET —
EXIST 15"
VCP TO BE'
ABANDONED
INV EL=1134.24'
NEW 15"
VCP
MANHOLE
DETAIL KOOE
•s4. .
L• � •t
. . . . . . . . . . .FLOW. . . •1
\ 'r"
i
INV EL=1134.24'
DETAIL c
zn
vur
)NM
1'-8" MIN z
ow
d-
N
#5 EPDXY COATED
u
LIFTING HOOK REBAR LIFTING
HOOK
BELL END STUB 1'-4" MIN
FILLED WITH
NON -SHRINK GROUT 7
I 6»
2 #5 HOOKS
1. FOR PLUGS TO FIT BELL END OF PIPE,
FABRICATE FROM SPIGOT END OF PIPE.
MINIMUM LENGTH OF PLUG SHALL BE V-4".
2. SHOP DRAWINGS ARE REQUIRED FOR PIPE
PLUGS FOR ALL PIPE MATERIALS TO BE
USED ON THIS PROJECT.
3. ALL PIPE NOT CONNECTED TO ANOTHER
PIPE SHALL BE FITTED WITH A PIPE PLUG.
PIPE PLUG
DETAIL B
NOT TO SCALE -
19' (±)
1 (TYP) 60" DIA , 1/2" WALL THICKNESS
UGGED, SEE 22' STEEL CASING PIPE
IS SHEET
36" DIA VCP
a o • o• Q o o o.
EXIST 21" (6) 2" SCH 80 PVC 1' EQ EQ 1'
VCP TO BE NT PIPE (TYP)
ABANDONED -
`� SAW CUT CONCRETE WALLS
0
-EQa. E� ' a
a•
4 ° a a•
° a°
PROVIDE 6" SCH 80
PVC DRAIN (TYP)
Camp Dresser &McKee Inc.
9220 gevelend Ave", 3iite 100
Rancho Cucamonga, CaiforNa 91730
Tek (809) 573500
Fax (909) 980-5185
EXIST MANHOLE
INV EL=1134.25'±
EXIST 15"
VCP
SEE NOTE 1
� PLUG ENDS OF CASING
PIPE WITH NON -SHRINK
C 271 GROUT (TYP)
EAST PEDESTRIAN TUNNEL CROSSING
DETAIL rF'
3/16" = 1'-0" C-5
SAW CUT CONCRETE
TUNNEL (SEE NOTE 3)
VARIES 1' (MIN) 6'_0" 1' I (MIN) I VARIES
STAINLESS STEEL STEEL STRAPPING
BANDS, 2-REQ'D PER
ALL ANNULAR SPACES BETWEEN / SPACER SET
CASING AND CARRIER PIPES TO
BE BLOWN FULL ALL AROUND SPACERS, 3-REQ'D PER SPACER SET.
WITH STABILIZED WELL GRADED 1 SPACER SET ON EACH CARRIER PIPE
FINE GRANULAR MATERIAL JOINT (2 SETS PER PIPE)
EAST PEDESTRIAN TUNNEL CROSSING
SECTION 1
NOT TO SCALE -
_DIG�LE_� T
TOLL FREE -qmmmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N
SEWER
'•�-
.'°
° ° a
CARRIER
MAX PIPE
JOINT OD
36" VCP
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TEMPORARY
SEWER
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MINIMUM C, EARANCE
JACK (TYP)
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SHALL BE 4" (102mm)
SEE NOTE 2
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EXIST CO
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(TYP)
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60" DIA AND 1/2" WALL
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L°'
THIrKNESSj STEEL
CASING PIPE
8" VCP BEND
-a-.
SEE N OTE 1
UNDISTURBED
°•
I I
EARTH
NOTES:
STAINLESS STEEL STEEL STRAPPING
BANDS, 2-REQ'D PER
ALL ANNULAR SPACES BETWEEN / SPACER SET
CASING AND CARRIER PIPES TO
BE BLOWN FULL ALL AROUND SPACERS, 3-REQ'D PER SPACER SET.
WITH STABILIZED WELL GRADED 1 SPACER SET ON EACH CARRIER PIPE
FINE GRANULAR MATERIAL JOINT (2 SETS PER PIPE)
EAST PEDESTRIAN TUNNEL CROSSING
SECTION 1
NOT TO SCALE -
_DIG�LE_� T
TOLL FREE -qmmmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N
8" VCP TEE
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ENCASEMENT
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8" VCP TEE
DROP MANHOLE
DETAIL rc
NOT TO SCALE -
NOTES:
1. FILL WITH CLASS 490 -C -2000P CONCRETE. CONCRETE SHALL BE POURED IN A MIN OF 3 LIFTS.
LIFTS SHALL NOT BE POURED UNTIL PREVIOUS HAS ACHIEVED 30% OF ULTIMATE DESIGN STRENGTH.
2. INSTALL TEMPORARY JACKS PRIOR TO SAW CUTTING EXIST ROOF STRUCTURE. REMOVE JACKS
AFTER FILL CONCRETE HAS ATTAINED ULTIMATE DESIGN STRENGTH.
3. CONTRACTOR SHALL FIELD LOCATE EXIST REBAR (BOTTOM MAT) IN TOP SLAB USING A
PICOMETER PRIOR TO CUTTING ANY CONCRETE AND REPORT RESULTS TO ENGINEER.
4. CUTTING OF EXISTING REBAR WILL BE ALLOWED UPON APPROVAL OF THE ENGINEER.
FLUSH WITH
CHANNEL WALL B MANHOLE WALL SHELF
PLASTIC SHEET
HELF BOND BREAKER
(20 MIL MIN
SHAPED INVERT
.,CHANNE
B LEAN CONCRETE 0 SECTION B -B
NON -SHRINK GROUT
TEMPORARY CHANNEL PLUG
DETAIL G
NOT TO SCALE -
6" SEWER LATERAL
36" TRUNK SEWER
SEWER LATERAL CONNECTION
TO TRUNK SEWER
DETAIL J
NOT TO SCALE C-4
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.
EL
y
KNURLED SURFACE 11�
FACE OF .o.
CONC WALL 1,
s A
POLYPROPYLENE o:
COATED ASTM A615 7„ D
GRADE 60 STEEL '6'--
#4 REBAR 4' -
MANHOLE STEP
DETAIL rD
NOT TO SCALE -
NEW 10"
VCP
INV EL=1113.11'
,o
FOOTING
STOP GATE AND �' ; INV EL=1111.45'
GUIDE, SEE
DTL A SHEET C-28
INV EL=1111.52'
INV EL=1111.42'
NEW 30"
IINV EL=1111.42'
NEW 10"
N
NOTES: VCP
1. 36" DIAMETER MANHOLE FRAME AND COVER
SIMILAR TO DTL A SHEET C-27
MANHOLE N0. 51
POPLAR AVE DIVERSION
DETAIL H
PLASTIC INJECTION
EXPANSION RING
INDEXING DIMPLES INDEXING DIMPLES PROVIDE GUIDE
FOR PROPER ALIGNMENT AND
SYNTHETIC RUBBER FITTING INSTALLATION WITH FLANGE STOPPER
TO PREVENT LATERAL AND
(TAP -N -TEE OR APPROVED EQUAL) �'� EXPANSION RING PROTUSION INTO
CAIN LINE
YP.
'RESSION BAND
ERA TO
IE
\—TRUNK SEWER (SIZE REDUCED FOR CLARITY)
1. TEE FITTING SHALL MEET OR EXCEED ASTM C-923, ASTM C-1173, ASTM C-425, AND ASTM A-167.
2. THE CORED HOLE SHALL BE MADE WITH EQUIPMENT SPECIFICALLY DESIGNED TO CUT A SMOOTH
HOLE WITHOUT SPALLING TO PREVENT DAMAGE TO THE PIPE OR STRUCTURE.
3. THE CORING OF THE HOLE AND THE PLACING OF THE STUB SHALL BE DONE IN THE PRESENCE OF
THE CITY INSPECTOR.
4. NO CONNECTION SHALL BE MADE TO THE STUB UNTIL THE CITY INSPECTOR HAS APPROVED THE
STUB.
Prepared Under The Supervision Of : CITY OF FONTANAI CALIFORNIA
SAN BERNARDINO AVENUE TRUNK SEWER
DRAWN BY: SCALE:
WF/CEB MISCE USDETAILS II DA>E NOTED
DESIGNED BY
NL NOV 2006
Date :///L�O� CHECKED BY: APPRO BY: DRAWING NO.: 25
Itl70
a 04c 0527 2
DKT/LRL CITY ENGINEER R.C.E. 51152 DATE: 7
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UNDISTURBED
EARTH
NOTES:
1.
FOR ADDITIONAL CONSTRUCTION REQUIREMENTS
SEE PLAN
AND PROFILE SHEETS.
DROP MANHOLE
DETAIL rc
NOT TO SCALE -
NOTES:
1. FILL WITH CLASS 490 -C -2000P CONCRETE. CONCRETE SHALL BE POURED IN A MIN OF 3 LIFTS.
LIFTS SHALL NOT BE POURED UNTIL PREVIOUS HAS ACHIEVED 30% OF ULTIMATE DESIGN STRENGTH.
2. INSTALL TEMPORARY JACKS PRIOR TO SAW CUTTING EXIST ROOF STRUCTURE. REMOVE JACKS
AFTER FILL CONCRETE HAS ATTAINED ULTIMATE DESIGN STRENGTH.
3. CONTRACTOR SHALL FIELD LOCATE EXIST REBAR (BOTTOM MAT) IN TOP SLAB USING A
PICOMETER PRIOR TO CUTTING ANY CONCRETE AND REPORT RESULTS TO ENGINEER.
4. CUTTING OF EXISTING REBAR WILL BE ALLOWED UPON APPROVAL OF THE ENGINEER.
FLUSH WITH
CHANNEL WALL B MANHOLE WALL SHELF
PLASTIC SHEET
HELF BOND BREAKER
(20 MIL MIN
SHAPED INVERT
.,CHANNE
B LEAN CONCRETE 0 SECTION B -B
NON -SHRINK GROUT
TEMPORARY CHANNEL PLUG
DETAIL G
NOT TO SCALE -
6" SEWER LATERAL
36" TRUNK SEWER
SEWER LATERAL CONNECTION
TO TRUNK SEWER
DETAIL J
NOT TO SCALE C-4
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.
EL
y
KNURLED SURFACE 11�
FACE OF .o.
CONC WALL 1,
s A
POLYPROPYLENE o:
COATED ASTM A615 7„ D
GRADE 60 STEEL '6'--
#4 REBAR 4' -
MANHOLE STEP
DETAIL rD
NOT TO SCALE -
NEW 10"
VCP
INV EL=1113.11'
,o
FOOTING
STOP GATE AND �' ; INV EL=1111.45'
GUIDE, SEE
DTL A SHEET C-28
INV EL=1111.52'
INV EL=1111.42'
NEW 30"
IINV EL=1111.42'
NEW 10"
N
NOTES: VCP
1. 36" DIAMETER MANHOLE FRAME AND COVER
SIMILAR TO DTL A SHEET C-27
MANHOLE N0. 51
POPLAR AVE DIVERSION
DETAIL H
PLASTIC INJECTION
EXPANSION RING
INDEXING DIMPLES INDEXING DIMPLES PROVIDE GUIDE
FOR PROPER ALIGNMENT AND
SYNTHETIC RUBBER FITTING INSTALLATION WITH FLANGE STOPPER
TO PREVENT LATERAL AND
(TAP -N -TEE OR APPROVED EQUAL) �'� EXPANSION RING PROTUSION INTO
CAIN LINE
YP.
'RESSION BAND
ERA TO
IE
\—TRUNK SEWER (SIZE REDUCED FOR CLARITY)
1. TEE FITTING SHALL MEET OR EXCEED ASTM C-923, ASTM C-1173, ASTM C-425, AND ASTM A-167.
2. THE CORED HOLE SHALL BE MADE WITH EQUIPMENT SPECIFICALLY DESIGNED TO CUT A SMOOTH
HOLE WITHOUT SPALLING TO PREVENT DAMAGE TO THE PIPE OR STRUCTURE.
3. THE CORING OF THE HOLE AND THE PLACING OF THE STUB SHALL BE DONE IN THE PRESENCE OF
THE CITY INSPECTOR.
4. NO CONNECTION SHALL BE MADE TO THE STUB UNTIL THE CITY INSPECTOR HAS APPROVED THE
STUB.
Prepared Under The Supervision Of : CITY OF FONTANAI CALIFORNIA
SAN BERNARDINO AVENUE TRUNK SEWER
DRAWN BY: SCALE:
WF/CEB MISCE USDETAILS II DA>E NOTED
DESIGNED BY
NL NOV 2006
Date :///L�O� CHECKED BY: APPRO BY: DRAWING NO.: 25
Itl70
a 04c 0527 2
DKT/LRL CITY ENGINEER R.C.E. 51152 DATE: 7
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