HomeMy WebLinkAboutS-206303PRO!
I ACCESS HATCH FRAME
DRAIN HOLE. ROUTE
PVC DRAIN PIPE T(
SUMP PIT (TYP.'
PROP
a.
CONCRETE SL,
6x6 WNF CE
23.00
TOP OF VAULT
UPPER FOOT]
RETAININ
BOTTOM Of FOOTING
BOTTOM OF VAULT
16.25
BOTTOM OF VAULT
1525
BOTTOM OF SUMP PIT
27' -7"
PLAN VIEW -
1' = 2' -D"
RETAINING WALL, BEHIND
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
RH2 ENGINEERING P.S. 'DATE
ww,0 -11 -?06l
A ELEVATION VIEW
C13 1" - 2' -D"
gD H.p.
m� F
q 16727
.AR t'CISTEaF'�� SIGNED:
s10NA 6¢' 10/09/92
EXPIRES 8/2/96
MATERIAL
MSTABILIZATION
MATERIAL
ZOOr
GRAVEL FOR DRAINS
111-
(1 I -I
NATIVE MATERIAL
STRUCTURAL FILL
0 0 ^00:
c
TOP COURSE
CONCRETE
4 " -8" RIP RAP UNDER
TREES ALONG SHORELINE
STRUCTURE LEGEND
20 EXISTING 6' DIAMETER CONCRETE PIPE LIFT STATION
21 PROPOSED CONCRETE LIFT STATION COVER, SEE DWG NO. C14
22 PRECAST CONCRETE VALVE VAULT, EQUAL TO UTILITY VAULT
MODEL 675 -LA, PROVIDE 18" SQUARE BY 18" DEEP SUMP PIT AS SHOWN
* ALL VAULT COMPONENTS TO BE RATED FOR H -20 LOADING.
EQUIPMENT LEGEND
26 4' -0" x 6' -0" DOUBLE ALUMINUM DIAMOND PLATE ACCESS
DOOR EQUAL TO BILCO TYPE JD, DOORS TO LOCK IN VERTICAL POSITION
WITHOUT MOVEMENT, SPRING ASSISTED OPENING, H -20 LOAD RATED,
MILL FINISH, RECESSED HASP COVERED WITH HINGED LID.
MOUNT PER MANUFACTURER'S RECOMMENDATIONS. ALL HARDWARE
AND FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. ROUTE
1Y2" PVC DRAIN PIPE FROM FRAME TO BELOW INTERIOR
GRATING. ENGINEERING CALCULATIONS SHALL BE PROVIDED
TO SUBSTANTIATE H -20 LOAD RATING.
27 ALUMINUM ACCESS LADDER, SEE DETAIL C, DWG. NO. UO2 FOR
FABRICATION AND MOUNTING DETAILS.
28 REMOVABLE ERE GRATING AT TOP OF SUMP PIT TO SUPPORT 200 PSF,
TOP OF GRATING TO BE FLUSH WITH FINISHED VAULT FLOOR.
3,-2063
SCHEDULE B ONLY
I j I I I I I AI I I I A I I I A I A I Z I I I I I A I I I I I I I I