HomeMy WebLinkAboutS-323517BAND CLAMP BAND CLAMP ANVILFIG. TYPE 2T2 PIPE -CLAMP WITH GALV. FINISH
SIDE VIEW TOP VIEW OR EQUAL SPLIT AT SPRINGLIKE.
SPLIT AT SPRINGLIKE -
- CLAMP ID 14 "'MINTO ALLOW :PIPE TOSLIDE THRU CLAMP.
o Qo o FABRICATE (4)
1/4" PLATE ASTM A36 STEEL
GALV. AFTER FABRICATION PER ASTM A723. 12 ":HDPE PIPE � COMPACTED
CORNERS 1/2" FILLET COLLAR (2" PIPE
ARRANGE HOLES TO FIT WELDED TO STAKE) - (OD ^- 12'75) BACKFILL
BAND CLAMP AND CABLE ENDS. 3/4" BOLT, FILLET 1/2" TYP p�pE
CABLE END / NUT, WASHERS � F,
EACH SIDE o OO 3/4" DIA. FOR CABLE - 7/8 Di °' 2 DI °. � 1`�p
�' I PLATE �'y
BOLT FOR r/ � �, FOR PIPE PENETRATION as
4' SEE HDPE CONNECTION
CLAMP. (TYP) � � - - �- - DETAIL THIS SHEET -
CHANCE CHAIN SHACKLE
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BAND CLAMP, SEE DETAIL
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MATERIAL
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6 "MIN.
CLAMP TIGHT TO PIPE,
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,BEDDING MATERIALS
TENSION CABLES.
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3/6" GALV STEEL CABLE, ��
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SHAPE PIN
PLATE DETAIL
TWO CLAMPS EACH END, TYP.
1 =11 -
TO A POINT
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1/4" PLATE ASTM A36 STEEL
BAND CLAMP (TYP) _ �I
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GALV. AFTERFABRICATION PERASTM A123:
1111
III-
CHANCE ANCHOR (TYP)
-
CONFIRM THAT PLATE WILLMATCH
CLAMP FITTING AND BOLT DIMENSIONS
- _� 11 -III-
II III I
BEFORE FABRICATION.
10
1�" X 8' PIN PILE EACH -SIDE
_ _
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-
ASTM A36 STEEL GALV.
AFTER.FABRICATION PER ASTMAT53.
PIPE ANCHOR DETAIL
NTS :
TOP SLOPE ANCHOR w! PIPE CABLES DETAIL
NTS
17Yz" DIA. CORE DRILL
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THRU CB WALL -
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NON- SHRINK GROUT
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1-
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NEW PRECAST =
I/12" FLANGE ADAPTER
II -
NEW PRECAST
MANHOLE SECTION I'
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12" HDPE PIPE
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MANHOLE BASE
II I
1�
SECTION
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_DRILL 6 1Ye" DIA. HOLES
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COMPACTED BEDDING'
TO MATCH BOLT PATTERN
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24 "TYP`
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24 "TIP .1
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FABRICATE 1Ya" GALV. STEEL FLAN
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24Yz' OD, 14" CENTER HOLE
21Yz" BOLT CIRCLE,
MANHOLE
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6 EVENLY SPACED tYfi" DIA. HOLES
`" 6 -7/a "0 BOLTS LENGTH AS REQ'D., 14" °
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NUTS &WASHERS
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DETAIL NOTES:
3
z 1. CONTRACTOR SHALL CONFIRM ALL FITTING DIMENSIONS,
u BOLT SIZES AND LENGTHS. ANY CHANGES SHALL BE
`v SUBMITTED TO TH'c CITY FOR APPROVAL.
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S 2. ALL BOLTS SHALL BE HEX HEAD, SAE GRADE 2
°o CORROSION RESISTANT STEEL.
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0 3. ALL ELBOWS AND FITTINGS SHALL BE FABRICATED
� TO THE PIPE MANUFACTURER'S SPECS.
4. USE NON- SHRINK GROUT TO FILL VOID SPACE BETWEEN
a FLANGE AND OUTSIDE OF MH WALL.
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5. CHANNEL MH PER CITY STANDARDS.
HDPE CONNECTION DETAIL
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Roth Hill Engineering Partners, LLC
s ^ 2600 1161h Avenue NE #100
_• Bellevue, Washin ton 98004
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� Tel 425.869.9446
� ®„/ Fax 425.669.1190
ELBOW
COMPACTED BEDDING
g
SSMH. 18 12" HDPE SPOOL
DETERMINE LENGTH IN FIELD TO
FIT PIPE TO SLOPE, 2� MIN.
CHANNEL MH PER CITY
STANDARDS.
12 "SSMH CONNECTION DETAIL
NTS
4" MAX. COMPACTED THICKNESS
AC PAVEMENT, CLASS B (PATCH
OVER TRENCH, MATCH EXIST.
PAVEMENT THICKNESS)
6Yz" MIN. COMPACTED THICKNESS
CRUSHED SURF�4�ING
HDPE SEWER MAIN) ��- / ��� "�' " "• ���'�"� j ��P NADISTURBEDJ �;
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1� "- - � - _,_,.III � - MATERIAL
-111 -1 1 =11I- I =1 t 17 =rn m m
COUPLING (TYP) HDPE SEWER MAIN qg" MIN.
12'SDR 35 12 "SDR 35 UNLESS OTHERWIS
'- PVC SPOOL PVC SPOOL APPROVED BY'
4 "- 6" COMPACTEDCONCRETE OR SAND COLLARMH THE ENGWEER
.BEDDING MATERIAL ADAPTER FOR PVC PIPE (TYP)
ELEVATION
INSTALLATION PROCEDURES:
1.. EXPOSE &REMOVE EXISTING PIPE.
2: SET MANHOLE &PVC SPOOL PIECES IN PLACE TO PROPER ALIGNMENT
& GRADE
3. RECONNECT PIPE WITH COUPLINGS. (ROMAC 501 LONG BARREL OR EQUAL)
COUPLINGS SHALL HAVE ROMAC S.S: - STIFFENING INSERT OR EQUAL FOR
HDPE PIPE END.
4. CHANNEL MANHOLE PER CITY STANDARDS.
5. FOR SSMH #4 CONNECTION REQUIRED ON ONE SIDE (EAST) ONLY.
��IAN�OLE CUT -1N INSTALLATION
NTS
ROLL 207
3" MIN. COMPACTED DEPTH
CRUSHED ROCK
BANK RUN GRAVEL aa" Mlnl.
WHEN REQUIRED UNLESS OTHERWISE
APPROVED BY
NATIVE BACKFILL OR THE ENGINEER
BANK RUN GRAVEL
WHEN RE UIRED
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�.o•o.: ° QoO.
PVC. PIPE °e ' 6 'o ".• a ,
PIPE ZONE MATERIALS
6 "MIN.
BEDDING MATERIALS
IN PAVING
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EDGE OF EX.
UNDISTURBED
PAVEMENT
NATIVE
NATIVE BACKFILL OR
MATERIAL
BANK RUN GRAVEL aa" Mlnl.
WHEN REQUIRED UNLESS OTHERWISE
APPROVED BY
NATIVE BACKFILL OR THE ENGINEER
BANK RUN GRAVEL
WHEN RE UIRED
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�.o•o.: ° QoO.
PVC. PIPE °e ' 6 'o ".• a ,
PIPE ZONE MATERIALS
6 "MIN.
BEDDING MATERIALS
IN PAVING
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TRENCH DETAIL
NTS
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EXPIRES 11 16 2008
PVC PIPE
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6 "MIN.
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PIPE ZONE MATERIALS
6 "MIN.
,BEDDING MATERIALS
TRENCH DETAIL
NTS
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EXPIRES ]1 O1 2006
EXPIRES 11 16 2008
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