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Lu
SUBSURFACE
MANHOLE/VAULT
MAT
FOUNDATION
SCHEDULE
FOOTING
MARK
FINISH GRADE
ELEVATION
DEPTH OF BURY
(FT)
MAT ELEVATION
(FT)
FOOTING SIZE
FOOTING REBAR
MANHOLE/VAULT
DIAMETER OR SIZE
STRUCTURE TYPE
LENGTH
WIDTH
THICKNESS
TOP MAT
BOTTOM MAT
A
VARIES
VARIES
VARIES
8'-6"
8'-6"
12"
(9)
#5's
EA.
WAY
(9) #5's EA.
WAY
2'-10"
X 2'-6"
WSDOT
CATCH
BASIN
TYPE 1
B
VARIES
VARIES
VARIES
4'-0"
4'-0"
12"
(4)
#5's
EA.
WAY
(4) #5's EA.
WAY
2'-10"
X 2'-6"
WSDOT
CATCH
BASIN
TYPE 1
C
VARIES
VARIES
VARIES
8'-9"
8'-9"
12"
(9)
#5's
EA.
WAY
(9) #5's EA.
WAY
4'-0"
WSDOT
CATCH
BASIN
TYPE 2
D
22.09
9.96
10.63
9'-0"
9'-0"
12"
(9)
#5's
EA.
WAY
(9) #5's EA.
WAY
4'-0"
WSDOT
CATCH
BASIN
TYPE 2
E
22.17
10.15
10.52
9'-0"
9'-0"
12"
(9)
#5's
EA.
WAY
(9) #5's EA.
WAY
4'-0"
WSDOT
CATCH
BASIN
TYPE 2
G
21.92
6.89
13.53
9'-0"
9'-0"
12"
(9)
#5's
EA.
WAY
(9) #5's EA.
WAY
4'-0"
WSDOT
CATCH
BASIN
TYPE 2
N ES:
R F CIN ST S E B EV Y AC A OS FO IN E HS ND ID
2. SEE PLAN SHEETS C296, C302, AND C303 FOR LOCATIONS OF SPREAD FOOTINGS UNDER MANHOLES AND VAULTS.
3. SEE STORM DRAINAGE PROFILE SHEETS C304 THROUGH C306 FOR MANHOLE BASE DEPTHS.
I-IA11C"1 lr-n j MANHOLE
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a
LL
a
LL
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" OVEREXCAVATE SUBGRADE 24FOLLOWED BY THE I-LhULiViuv i Ur i U Ur QUhRR i
STALLS. PLACE ONE LAYER OF TENSAR BX1500 GEOGRID FOLLOWED BY 6" CLEAN
CRUSHED ROCK. COMPACT BACKFILL TO A FIRM, FLAT AND UNYIELDING SURFACE
USING VIBRATORY COMPACTOR HAVING A MINIMUM WEIGHT OF 800 POUNDS.
ORCING
SECTION A -A
LENGTH
� MANHOLE
P LAN
SUBSURFACE MANHOLE/VAULT MAT FOUNDATION DETAILS
SCALE: NTS
DATUM NOTE:
PLANS PREPARED USING NGVD 29 AS THE
VERTICAL DATUM. TO CONVERT TO NAVD 88
ADD 3.556 FEET TO ALL ELEVATIONS.
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
ORIG
737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT
RT
MJM
04.13.16
-
APRON A Cl PROJECT - SITE DCN-06
RT
MJM
09.27.16
-
CITY OF RENTON PERMIT REVIEW COMMENTS
RT
MJM
05.23.16
-
RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES
RT
MJM
10.28.16
-
APRON A Cl PROJECT - SITE DCN-01
06.13.16
-
APRON A SITE STORMWATER IMPROVEMENTS-30%
RT
MJM
01.17.18
-
APRON A Cl PROJECT - SITE DCN-02
07.19,16
-
APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC
RT
MJM
07.14.20
-
APRON A Cl PROJECT - SITE DCN-03
__F
08.05.16
-
APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
RT
MJM
09.29.20
iL
/ ff"ANG°
'-
Ivini 41 1\/ LL
DIA
S289
i .
WAS T�
�a
_
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
R. TEMPLADO
CHECKED
T. NEU
ENGINEERM. METTLER
APPROVED BY
DEPT.
DATE
CHECKED
D. MURATA
NAL
W nTF-
SEE STRUCTURAL GENERAL NOTES SHEET S285
FOR DESIGN CRITERIA, SPECIAL INSPECTION
REQUIREMENTS, MATERIALS AND GENERAL
DESIGN, AND CONSTRUCTION INFORMATION.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PERMIT SUBMITTAL
DESIGN BY DOWL
R-413745
AIL SUBTITLE
09.29.20 REINFORCEMENT DETAILS-MH & VAULT MAT FOUNDATION
09.29.20
09.29.20 TITLE APRON A —SITE STORMWATER IMPROVEMENTS (STALLS A3—A7)
09 RENTON SITE
STRUCTURAL MASTER
RENTON, Wq I Dwc No.
BOWL
REVISION SYMBOL I
W5184605 0 R�
S289
DATE 09.29.20
05—APRON—A—S289
09.29.20
S5