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6"
SAWCUT FINAL JOINT 6" DEEP
BREAK REMAINING DEPTH OF
CONCRETE (TYP. EACH SIDE)
da a
8
1/2" Dia. X 12" LONG
12"
EPDXY COATED DOWEL BAR @ 18" TYP
ON CENTER
ALL FOUR SIDES
BACKFILL -�
(SEE BEDDING/BACKFILL DETAIL)
a _ n d
a. e
d
Q d Q
d'
TRENCH LIMIT
4.5' MAX
PAYMENT LIMIT OF
PATCH EXCEPT AS
DESCRIBED IN NOTE 1
EX. 1-1/2" ASPH. CONC.
PAVEMENT, TYP.
EX. 8" CONC.
PAVEMENT, TYP.
6" CSTC
ASPHALT PAVEMENT RESTORATION DETAIL
RAINIER AVE N
CB
RIM=58.15 SSMH 5307 008
IE 12"CONC. N=33.95 F -
RIM=57.78
IE 8"CONC. S=55.65 IE 6'N=54.38
IE 12" CONC. W=54.05 IE CHANNEL S=53.48
IE 8 NE=53.60
ROUTE TRACER WIRE IN TO I
MANHOLE AND ATTACH/SECURE
TO TOP RUNG OF LADDER WM
ADR SG
NO VISILE INVERT b
" ---- i
2x5 CV I - PO - -
___-------- - -----
i -�- PO
W 2W"Mp- -CLW----W----W- S--W-
i
18' MP CO -----COM _� - P--- - C
- _ COM----- -P -
APPROXIMATE PAVEMENT
RESTORATION LIMITS.
(SEE DETAIL ABOVE)
66LF-6"PVC C900 FORCE
2-6"
2-6" 45' BEND, MJxMJ -
W/ CONCRETE BLOCKING
2LF-6"PVC C900 SPOOL
� ■ 1
-----�-i
i
' ■ i
' ■ 1
' ■ 1
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kIN---'0` -----
i
1 ■
01-10 XI
■
■
W/ ONCRETE BLOCKING _-----------------------------------------------------------------------------
------- -AS SHOWN (MAX 1/2 CB II
_� _ _______------------------------------ cB MAINTAIN 3' CLEARANCE BETWEEN MANUFACTURER'S RIM=51.71 II 41LF-6"PVC C900 �I
■ APPROXIMATE CONCRETE PANEL VR55.31 °� -
DOUBLE
■ TI (BENEATHASPHALT)N-54.51 398LF-6"PVC C900 FORCE MAIN UNDERGROUND POWER AND FORCE MAIN RECOMMENDATION IE 8 N-50.91 II FORCE MAIN
LOCATIONS (BENEA II
_------------------------
______________________________________ EX. CONC. SIDEWALK U------------UBP LS- REMOVE EX,� SSMH
-------
--------
-
---....................�...�.................................�.................. .......0000.. RIMCHAN -
............................�........�......... 7 • „TREE
LS V U� 0 0 0 0 �' 0 0♦ � CTR CHANNEL E-39.05
UBP �"� PRUTILITY AT C10 CLEANOUT 16"MP A�/�NDONED '
PROVIDE LOCATE 16 MP ,� I SSFM MINIMIZE DISTURBANCE TO STEEP SLOPE DURING
APPROXIMATE � TRACER WIRE AND 3" WIDE PER DETAIL ■ 0 MP 14It�IP
SIDEWALK/CURB/GUTTER PAY TAPE ALONG ENTIRE FORCE ■ II FORCE MAIN INSTALLATION. INSTALL JUTE MATTING
LIMITS 10' MAX. REPLACE TO A T 7 _ _ MAIN LENGTH
PER DETAIL C 1 O8IT PIP H 8 MP MP AND STABILIZE DISTURBED AREA OF SLOPE PER COR
■ 1 ��"Mp 1110 STD. PLAN 213.20. ANCHOR JUTE MATTING TO SLOPE
- -- - - - - - - -- ----- _ � r
NEAREST SIDEWALK JOINTS - - - CA^ - _ _ C10 PER DETAIL 12 - AP I AND HYDROSEED ON TOP OF MATTING.
__ - - - -�
_ ■
hUP _� _ II I �� kiMIH� 79 RiM„25. Ar 2
Y
PB UP rB� ■ - -- _ /_ CTR C 'ANNE[ 5=15.10 IE R \/� W=23.E�2
UNLOCATABLE UBP SET IN SET IN �' \ RIM=25.90 �� ■ IIII / - .�. IE 8" P�!C W=23.52 _
, \ IE 12" CONC W=2.x.20 \ ■F0 FU rO - F
FI/0 W. OF 3.5'x3.5' CONC. UP CONC. BA�t \ F0 �-- FO I I �� FO Fn
CURB GRASS
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12"AR �- __-W --p-`_ -------------- - -- - - - - -
- - ---- -----
P/P+=-- _ ACCESS MH �`'------------ ---
- -�- - - - - - - - - - - - -
-
� LS RIM=26.21 ------------ - � - ---+---- - - - T
--
W-_
SSMH 5307 073 III womm NONE IME NONE EM11 SEEN INE I EM! ME IME IME MEN RIM 01010 1=10 IME IME IME IME SEEN 0=1 NEWS IME I
DEPTH OF SHAFT=3.1'
p -'_W P'�- - CONC. BASE RIM=26.81 VERT CURB WTR SURFACE=19.21 ® _ _ _ _ _ _ _ _ VERT CURB
__-- -�= CTR CHAN.-16.59------------------------_____---------------------- - - - -- - -- -- -
=P _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ x X X X X X X X X X X U X X X -
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1. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND
THE UNDISTURBED EDGE OF THE TRENCH. IF THE FINAL JOINT IS WITHIN
3' OF THE END OF THE PANEL, THE JOINT SHALL BE THE END OF THE PANEL.
2. PORTION OF THE ROAD WITHOUT CONCRETE BASE SHALL BE RESTORED
WITH 8" OF ASPHALT OVER 6" OF CSTC.
3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL
BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK.
4. ALL TRENCHES IN ROADWAY AREAS SHALL BE SECURED BY BACKFILL AND
PATCH OR STEEL PLATES PER SPECIAL PROVISION 5-06 AT END OF EACH WORK
DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK.
5. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY
PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE
ROADWAY AREA UNLESS APPROVED BY THE ENGINEER.
6. APPDXIMATE LOCATIONS OF EXISTING CONCRETE PANELS BENEATH ASPHALT
PAVEMENT ARE SHOWN BELOW. THERE APPEAR TO BE FOUR LANES OF
CONCRETE PANEL ROUGHLY CENTERED UNDER FIVE LANES OF ASPHALT.
POTHOLES INDICATE ASPHALT 8.5" THICK WHERE NOT UNDERLAIN BY
CONCRETE PANELS.
P
SE 07-23-05
CB
RIM=56.51
CTR CHANNEL=55.71 CB
--7------PLUG
PLUG AND ABANDON EXISTING FM CONNECTION TO
NORTH. CONNECT NEW FORCE MAIN TO EXISTING
_ _ _ _ _ _ MANHOLE AND RECHANNEL TO ACCOMMODATE NEW
- - - FLOW DIRECTION.
G G G I
-------------------�---RIM=48.67
SSFM I - - - _ - - - - - SSMH 53_07 011
---------------
-----------------!I-----------
---------------------------------
##----------- - - - - --
II
--------------
'
SE= 40.12
II ABANDONED SSFM �W EST EDGE TURN LANE
WEST EDGE TURN LANE II
FM PENETRATION RAISED TO AVOID GAS LINE. 45' BEND EX. 12"SD FROM II
ADDED IN MANHOLE TO DIRECT DISCHARGE TO CHANNEL UHAUL LOT �y
EAST EDGE TURN LANE
EAST EDGE TURN LANE II �
! 2-6" 45' BENDS, MJxMJ
II 9LF-6"PVC C900 SPOOL e
1-6 45 BEND (MJxMJ)
DEFLECT_ FORCE MAIN _ _ _ _ _ _ -i I- -W/ CONCRETE BLOCKING
x _
I BLACK RIVER 60"0 ! o �� I W/BARBED TOP
RCP CULVERT � S'
SSCO(3) I ASPH ASP
c
CB
x SEE LIFT STATION SITE REMOVED EX. T RIM=25.26
PLAN SHT. C7 FOR 4 TRA ASPH R R EX. S LIFT STATION
.E 8" PVC E=26.96
x C10 BLDG PER DETAIL Ex. 21"0 CONC.
DETAILED SITE PLAN STORM DRAIN
AND FORCE MAIN PIPING BLDG
SCALE IN FEET
Stant
ec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869-9448 www.stantec.com
5-361503
NOTES:
1Q MEGALUGS REQUIRED ON ALL MJ FITTINGS.
O2 MANHOLE COATINGS SHALL BE PER SPECIFICATIONS.
THESE CONSTRUCTION RECORD DOCUMENTS HAVE
BEEN PREPARED BASED ON INFORMATION PROVIDED BY
OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY
AND/OR COMPLETENESS OF INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS
THAT MAY BE INCORPORATED HEREIN AS A RESULT.
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IE 12"
CONC. N=51.93
IE
6"CONC. W=53.84
RIM=51.25
RIM=49.14
IE 8"
CONC. E--53.33
IE 24"CONC.
N=45.95 NO MEASURE DOWN
IE 12"
CONC. S=53.13
SSMH 5307 009
IE 8"CONC.
E=47.95
IE 8"
CONC. SW=53.75
RIM=54.57
CTR CHANNEL N=50.67
CB
RIM=51.12
IE 12"CONC.
S=46.15
IE 12"
CONC. NW=53.43
--,`
MONF-KC-J-2 IE CHANNEL N=50.32
SII IE 8"GONG.
S-48.15
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--7------PLUG
PLUG AND ABANDON EXISTING FM CONNECTION TO
NORTH. CONNECT NEW FORCE MAIN TO EXISTING
_ _ _ _ _ _ MANHOLE AND RECHANNEL TO ACCOMMODATE NEW
- - - FLOW DIRECTION.
G G G I
-------------------�---RIM=48.67
SSFM I - - - _ - - - - - SSMH 53_07 011
---------------
-----------------!I-----------
---------------------------------
##----------- - - - - --
II
--------------
'
SE= 40.12
II ABANDONED SSFM �W EST EDGE TURN LANE
WEST EDGE TURN LANE II
FM PENETRATION RAISED TO AVOID GAS LINE. 45' BEND EX. 12"SD FROM II
ADDED IN MANHOLE TO DIRECT DISCHARGE TO CHANNEL UHAUL LOT �y
EAST EDGE TURN LANE
EAST EDGE TURN LANE II �
! 2-6" 45' BENDS, MJxMJ
II 9LF-6"PVC C900 SPOOL e
1-6 45 BEND (MJxMJ)
DEFLECT_ FORCE MAIN _ _ _ _ _ _ -i I- -W/ CONCRETE BLOCKING
x _
I BLACK RIVER 60"0 ! o �� I W/BARBED TOP
RCP CULVERT � S'
SSCO(3) I ASPH ASP
c
CB
x SEE LIFT STATION SITE REMOVED EX. T RIM=25.26
PLAN SHT. C7 FOR 4 TRA ASPH R R EX. S LIFT STATION
.E 8" PVC E=26.96
x C10 BLDG PER DETAIL Ex. 21"0 CONC.
DETAILED SITE PLAN STORM DRAIN
AND FORCE MAIN PIPING BLDG
SCALE IN FEET
Stant
ec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869-9448 www.stantec.com
5-361503
NOTES:
1Q MEGALUGS REQUIRED ON ALL MJ FITTINGS.
O2 MANHOLE COATINGS SHALL BE PER SPECIFICATIONS.
THESE CONSTRUCTION RECORD DOCUMENTS HAVE
BEEN PREPARED BASED ON INFORMATION PROVIDED BY
OTHERS. STANTEC HAS NOT VERIFIED THE ACCURACY
AND/OR COMPLETENESS OF INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS
THAT MAY BE INCORPORATED HEREIN AS A RESULT.
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