HomeMy WebLinkAboutS-070408- METRO STD. AFTER PIPE /S JACKED ✓ACk'E0 RCP
FRAME 8 COVER /N PLACE GROUT /NG TW?0LIG14 SEE SPECS, GROUT OUTS /DE
_ ALL GROUT I-/OLE5' IS 0.4S//�lG PIPE
C°'�� REP U /RED
CONC. ADJUSTING CARRIER PIPE-
ME TRO STD.
�\, �d-Q - - BLOCKS - -_—C A SING P /PC,
FRAME 8 COVER
L /MEP PLATE
CROWN ELEVS. TO - MORTAR r� PRECAST _
o� BE EQUAL 2 -O DIA. _- . SLAB -
TYP. LATERAL
CONC. ADJUSTING
N Z aQ - - ,. ONNECT /ON
N BLOCKS ;6: 1 �_ _
FORM RECESS TO . I i = : °
2 -0 D /A. MATCH PRECAST . I° I. V A
:.' 4.O D /A A
JOINT I.• �- 1 o f D. .
ST
- -
::. w. I :�. / SHALLOW TYPE -00
— - USE RED. SLAB
WHERE REQUIRED , . t- - - _ - - J : ACCEPTABLE ?
t
TO SAT /SFY 7- O MIN. �_ ,: _ :6. -.l; .. • ; _:
CONNECT /ON Z
O
W 4 -0 D/A. SEE DETA IL A 13 R N\ W BASE _ SECTION
tV 2
TYPICAL BELL TYPICAL RUBBER O A
CAST FOR FLEXIBLE GASKET JO /NT.
O h W JOINT I MORTAR - -- --
'� ru Q - - -I� /8" MAX. - - - -- SHELF
W v p TOP HALF OF PIPE TO B �I SLO PE'M
w _ , REMOVED TO CONTOUR I TYPICAL LATERAL / /N l2
MORTAR - -- OF /NS /DE OF M.H. BROKEN CONNECT /ON it 1:=
EDGES TO BE PLASTER- ttj ''
roe`
SLOPE ED SMOOTH WITH
MORTAR. TYPICAL
4. .
OF ALL MANHOLES - _ _ _ Q O
5 MIN �.�:,:E,;�:�� °- ' I:; - Who
Lai
LAj
BELLS SHALL SHALL BE c,� Q
I CAST INTO PRE- h �' , -1 IF
CAST MANHOLE FOR AN ACCEPTABLE
FLEX /BLE JO /NT 1
BASE BY MANHOLE
MANUFACTURER _ _ ALTERNATE SEE
PRECAST 5 - 4 - DE TA /L BEL OW. 7-!10 \
CONC. BASE - - -- - PRECAST CON -
(OPT /ONAL) C.
BASE- PLAN BASE (OPTIONAL)
STANDARD .,TYPE A PRECAST MANHOLE TYPICAL CONNECTION STANDARD TYPE B PRECAST MANHOLE
8" TO 21" ( INCLUSIVE) DETAIL 24" TO 48" ( INCLUSIVE)
SP /GOT LENGTH 2 "CLEAR
6 " MIN. I--
WALL OF MH.
n % "M /N. SIZED STL JOINT SLEEVE
1 /8 4 BARS 2 x 4 /3/ WWF FASTENED TO
FINISH GRADE GROOVE FOR 48 SL EE AT PLANT
M.H. SECTION Q
(o CEMENT MORTAR PLACED IN FIELD
s ASPHAL T JOIN 7' F/L L ER
PIPE MORTARED INTO - • "
W BARREL OF M: H. �' PIPE RUBBER GASKET
J_ _j TYPICAL FLEXIBLE JOINT
PL ACE APPROVED PLUG a�
Q FOR FUTURE PIPE
MORTAR DAM INVERT TO _ _ _ _ _ _ _ _ _ _ I PRECAST CONS OR
SPRING LINE 2 "THICK VERTICAL SECT /ON
INVERT AS SHOWN - _ _ �' t 8 "THICK SLAB _
/N PLANS
`' 9' W /RE /NF- PLACED - =° PREFORMED JOINTING
2 CLEAR OF �' MATERIAL
BOTTOM FACE "
POUR CONC. TO 72 T O 4$
'-VERTICAL SECT /ON
6V/N. CONC. o - :. COMPACTED F ILL
COVER UNLESS 1 p. =o` OR ORIGINAL GND IF REDUCING SLAB A
OTHERWISE NO D I d': DETAIL
ROUT HOLES TO HE
PROVIDED AT Loc,47 -10AIS
C'CEPTA6LE' TO THE
ENG //VEER, 5P,4C'/n/G
T 4' 6 0.C. - - - -
JACKED SECTION
L / NE"R PLATE /0. RCP
o. v. -+- 14" N/ /N.
CONTIAIUOUS - -_� - _FILL N/ /TH GROUT
GREASED SK /DS A r 7-EI� PIPE N11$'
CREOSOTED 0• F. SEEN PL A CEO
' TUNNELED SECTION
PEA GRAVEL BEDDING
TYPICAL BEDDING DETAIL
I = - R /IN OR CONS rRUC T/O A/
° E•4 S E/l�l ENT L / N E RDA D ? ES T RA T/ O N WHE"oP E
u
SPA'/ /V G L /NE
Y A; E F 10A TER /4 L
N
I SEE NC'1 TE 6 l�EL O W ,QEQ U /RE/� TO REF'L,q C E
- -EX /STING PAVING �- -ROAD RESTOiQ�1.T /ON lVf/E'/dF
REQ[/ /RED TO REPI -ACE
-- - - % EX /ST /NG /S191//NG
�/ DETERM /NE/� l3>' +- SUBSEQUENT B•4CK� /LL _
CONTRACTOR? �� SHALL &E CLASS .�,
� UNLESS OTHE/'l-V /S E' � �
;�- SUBSEQUENT f3ACKF /LL
SH4 LL BE CLASS lY
UNLESS 07714EA7W16'E N07-CO
—_5',1,0E,4 e-- e-- T/NG
- /NIT /A L BA C/<F /L L SHALL ?
BE CL ASS 17- ,; C/NL E"S C •2Y
ESSA
pTHEPW /.SE NO TEU i ��
-SEE /�LANYf` i° ?OF /LE //V /T /,4L BACKF /LL SN.4LL
SHEETS .4M0 Tf P /CAL BE CL%y55 UNLESS
Y
- - OTNE�PW /S'E NOTED
BEOD //VG DE TA /L
O. D, f 2.0 M/N.
_ _ PLAN e PROFILE
r SHEETS AA/D rVP /CA L
" Sr00 /NG of TA /L
UNRESTRICTED TRENCH SECTION `
+2 �O MIN -- TOE F'ENE TRA T /ON A S
NECESSARY TO 5'U /T
p \ /,/z /•a t2- 0N1,4X. G�POUitIO CONO /T /l�NS
CROWN ELEVS J . j i '' - F 2 TYP NOTES
TO BE EQUAL I ; 6 "MIN- COVER Qj TH /CK S AB W /RE /NF 6 "TYP.
8 I EL /M /NATE 2'x 4' PRECAST CONE SECT /ON ON TYPE A 8 B MANHOLES
UNLESS I I LESS THAN l/ DEEP TO CROWN OF SEWER. BEFORE REDUCING 7
PLACED 2'�CLEAR OF FOOT DEPTH OF 4' OR 6' CIRCULAR MANHOLE SECTIONS, USE TYPICAL VERTICAL TRENCH SECTION
OTHERW ISE I I I r DROP PIPING TO BE SAME BOTTOM FACE REDUCING SLAB FOR SUPPORTING ADJUSTING BLOCKS.
NOTED - �_ / : -A ; ; SIZE AS INTERCEPTED
SEWER 2 MANHOLE STEPS ARE NOT REQU /RED.
'L 3 PRECAST VERT ICAL SECTIONS, SHALL CONFORM TO CPAW 102
to 0 It
6 2 6 8 8 8 8 6 EXCEPT WHERE OTHERWISE NOTED. CONTRACTOR TO
2 SUBMIT DESIGN DRAWINGS FOR APPROVAL.
_ -
PIPE MORTARED INTO 2 "TYP 4• ALL JOINTS, EXCEPT PIPE JOINTS, SHALL BE MORTAR FILLED,
BARREL OF M H.
MORTAR SHALL BE MADE. OF ONE PART PORTLAND CEMENT
5� "m BARS % "� BARS AND ONE AND ONE HALF PARTS CLEAN MASONRY SAND. 112813 ��,RFFwgs�
2 5. ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FLEXIBLE �P� 'tip, o
STANDARD DROP CONNECTION JOINTS PER TYPICAL DETAIL. _ Z'`
6 THE MAX /MUM WIDTH AT THE TOP OF THE TRENCH SHALL BE DETERMINED AS CONSTRUCTED iAi
BY THE CONTRACTOR TO SUIT HIS CONSTRUCT /ON OPERATIONS. TRAFFIC FLOW DATE DEC. 1969 oFS� -/ST EP����
72" TO 26 REDUCING SLAB 48" TO 26" REDUCING SLAB AND PROTECT /ON OF ADJACENT PROPERTY ARE THE CONTRACTORS S /oNQL
RESPONSIBILITY. HUD NO. WS -48 -0041
SOUTH RENTON TRUNK SEWER E)f(AN�Nt N1MlEF
M E T r o F o T A v EN r N - E r s M U N I C P A L I T Y O F R218C R E NTON - TYPICAL TRENCH 3
E,E ,,,,NE _ M E T R O P .- I T A N S E A T T L E
iE E T NUMBER
DRnydN %JL > BF ?owN A(VD cn� C)wEl L CARE Y AND KRAWR � ` ��. ' ' /%zi r _ � - �� �Z� SYSTEM
rn,1E er�a� Itf c,MME .lE;f l f �� nr�,;,,�FU �� � �� El i. c�%t� t,rc .,, ✓f `. r:,E ,1uL.'68 SECTIONS AND BEDDING 3 7
fii n C)MA K AND 4, o(11ATFr NO SCALE
LL AND N _ N R W BECK C E , ,� -�„ ,� f �� -;� irri� F'roec_+ er Mc r, r, ,� � , � ,,_ �,,, � �
rHE EKE E) _ �' � _> -� �)F' -.iyr� r� .00i Mr � �:i �n F•, f:l -i1 E nc n rr Mc• � .�.lii'i�� r�ci� F�Pr� `V'.••� ,,•;litrni � nc it -�r s poi Blur v_i �li•� rf ✓'��' u:+',iirii t'a11