HomeMy WebLinkAboutWWP2703628.62'x2'x2
WRAPPED WTI
ACCESS HAT
12' OUTSIDE DIN
PRECAST CON
WET WEL
UNI-HOIST SLEEVE
EMBEDDED INTO TOP
OF WET WELL, FINAL
LOCATION BY CITY
WET WE
INFLUENT PIPE -�
10
C
r�R �rc�IrI�MIIvrv� DRILL 1/2" HOLES IN FRAME TO
RECEIVE BOLTS. TYP OF 8.
I�
MINUM ACCESS
DER, SEE DWG NO.
FOR DETAILS,
SLEEVE FOR
SAFETY CHAIN
POLE, TYP.
1'-5" I
L
CONCRETE THRUST BLOCK
FORCEMAIN PIPE
LIFT STATION STRUCTURAL P
Y °
2
Y4" SS SAFETY CHAIN '
SS CLEVIS GRAP HO(
SAFETY LATCH EACH SIC
KEYSTONE BLOCK WALL, SEE
DWG NO. CO2 FOR LOCATION
AND DETAIL THIS SHEET
A
SO1
GRAVEL BACKFILL FOR WALLS
PROVIDE Y4" STAINLESS
STEEL EYE BOLT INSIDE
WET WELL SAFETY CHAIN DETAIL
N TS
ACCESS HATCH SCHEDULE
NO.
CLEAR OPENING
NO. OF
LEAVES
RATING
MOUNTING*
GRATING**
SAFETY
CHAIN***
GASKET
60"x84"
2
H-20
BOLTS
YES
YES
ODOR TIGHT
V2
48"60"
2
H-20
ANCHOR
NO
YES
STANDARD
KEYSTONE CAP UNIT
1'-0»
8„
b, f KEYSTONE STANDARD UNIT,
5'p PLACE BLOCKS FLAT AND
a LEVEL PER MANUFACTURER'S
` REQUIREMENTS
Q Y2" X 5Y4" FIBERGLASS PINS
1'-0" MIN
MINOR
RSE
VDITION.
IN PRESENCE
4ULT.
:NATION o1
6" CRUSHED SURFACING BASE
COURSE BELOW WALL
434.00'
HEIGHT VARIES PER PLAN
SEE DWG NO. CO2 FOR DETAILS
EXISTING GRADE
EXISTING GROUND
PROVIDE Y4" STAINLESS
STEEL EYE BOLT ON SAFETY
POLE FOR SAFETY CHAIN,
Y" SS SAFETY CHAIN WITH Y"
SS CLEVIS GRAP HOOK WITH
SAFETY LATCH EACH SIDE, TYP.
ACCESS HATCH NOTES:
* ACCESS HATCH OVER WET WELL SHALL BE MOUNTED USING
STAINLESS STEEL BOLTS AS SHOWN ON THIS PLAN. OTHER
ACCESS HATCH SHALL BE MOUNTED USING THE STANDARD
FRAME ANCHORS THAT COME WITH THE HATCH.
** ACCESS HATCH SHALL HAVE REMOVABLE GRATING COVER
BELOW ACCESS HATCH LID.
*** SAFETY CHAINS SHALL BE PROVIDED ON ACCESS HATCHES
AS DETAILED FOR EACH HATCH ON THIS SHEET.
VALVE VAULT RE
PA STL SLEEVE,
TO INSIDE OF HATCH
WITH (4) %" ANCHOR
)CATE NOT TO
WITH CLOSING OF
DIAM. GALV. STL
.E. REMOVABLE TO
OW HATCH TO
LY CLOSE (TYP)
6727
ISTO'1"1
)MAI.
SIGNED: 05123112
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�S�rONAL ��
SIGNED. 05123112
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PLANNERS
SC t ENTISTS
RH2 ENGINEERING, INC.
http://www.rh2.com
mailbox@rh2.com 1.800.720.8052
BELLINGHAM 36o.676.o836
454 West Horton Road
BOTHELL 42S.951.5400
22722 29th Drive SE, Suite 210
EAST
WENATCHEE S09.886.2900
300 Simon Street, Suite 5
RICHLAND 509.946.5181
114 Columbia Point Drive, Suite C
SILVERDALE 36o.876.796o
2021 NW Mhyre Rd, Suite 107
TACOMA 253.272.3oS9
621 Pacific Avenue Suite 104
1
• � 00"W" 11001
1
� i � 1■� 1 1
`1 TS
S=362806
RECORD DRAWING PLOT: 24 DWG NO.
REVISED TO CONFORM ENGINEER DEB Sol
TO CON TRUCTIO RECORDS
REVIEWED: EH
04/25/12 DATE: July 15, 2013 SHEET N0.
RH2 RING INC. DATE CLIENT: REN 6
REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 Boa No.: 112-033 17
N0. REVISION BY REVIEW DATE FILENAME: LIBHS-D-SO1.DWG
CDC