HomeMy WebLinkAboutR-4124091
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24" MANHOLE CO1,ER WITH SLIP i
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RESISTANT COATING �
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24 SLIPNOT MANHOLE
-RIA> 42-47 (4B)
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RIM 427.85 (AB)
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95LF 6" PVC 0 0.0751
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VA UL T - EXTERIOR DETAIL
RIM ELEV. 424.37 (AB)
J
A
NON-METALLIC LADDER
STEPS (TYP.)
STAINLESS STEEL STRAPS -
0 24" CTRS. M/N.
12 "x12 'W2'x8 " ALUM/NUM
CUP CROSS
12" IE 415. 67 (AB) vu
NON-POURUS,
NON -SHRINKING GROUT
AROUND PIPE AS RE0 D
(TYP).
DRILL OR MACH/NE CUT -
1/210 OR/F/CE /N
RESTR/CTOR END PLATE
SHEAR GATE ROD AND HANDLE.
HANDLE TO EXTEND TO W/TH/N 1
FOOT OF COINER AND ADJUSTABLE
48HOOK LOCK FASTENED TO FRAME OR
UPPER HAND HOLD.
d•
a °
RISER ELEV. 420.07 (AB)
�AX. W S. ELEV. 420.07 (AB)
6" ELBOW WITH 3/4 10 ORIFICE
EL. 418.37 (AB)
STORMWATER SHEARGATE
J.
48" D/A SUMP
CONTROL STRUCTURE
NTS
430
ACCESS RISER
420
414. 46J
413.
410
N
0+82
NO.
PROPOSED GRADE
EXISTING GRADE
422.50
OF VA UL T LID
7
ACCESS RISER
r MAX WA TER SURFACE
I EL. 420.15
6" 1E 420.00�
6" IF 419.93 (AB)
637" 12" /F 419.54 (AB) -
12" VAULT OUTLET BOTTOM OF LINE STORAGE
1E 415.67 (AB)
5" THICK 414.16
SLAB
REVISION
0+50
SECTIONA A
HOR/Z. SCALE. 1"10'
INERT. SCALE- 1 "5'
SURVEYED: XXX
DESIGNED: SHY
DRAWN: AR
CHECKED: SHY
BY DATE APPR APPROVED. SHY
VA UL T - INTERIOR DETAIL
430
BOTTOM OF
LID 421.46
„ Pvc
t,F 6
420
414.46
410
43('
PROPOSED GRAL
EX/STING GR"
421
12" 1E 415. 75
414.
410
0+22
SECTION B-B
HOR/Z. SCALE. 1 " 10'
INERT. SCALE- 1 "5'
�30
A WA TER SURFACE
L 420.15
�20
BOTTOM OF
LIVE STORAGE
74.46
410
PROJECT NO. 18265
gIDEKO
�� •�F • W AS'y�y
�P CIVIL ENGINEERING
P!Gt/
LANDSCAPE ARCHITECTURE
o'• 41846 PLANNING
'com•�
ASS/ONAL ENS\ DESIGN SURVEYING
7-3-23 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
SCALE: _
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
N
SCALE: 1" = 10'
0 5 10 20
481,
VA UL T RESTRICTOR PLAN DETAIL
SCALE- NTS
RECORD DRAWING R-412409
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DETENTION VA ULT DETAILS
✓ANUARY 2020
FIELDBOOK:
PAGE:
DRAWING NO:
C4.31
SHEET: 9 OF: 14