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REPLACE EXIST PAVING AS
REQ'D PER CITY
STANDARDS
PRECAST 36"0 INTERIOR
DIAMETER GRADE RING
48" x 36" FLAT TOP
SLAB, H2O RATED
0 0 0 00 p�o� 00 00o D0 pro Do
00 0 0 ° p 00 o °0 000 °O o °0 00 00 0 °0 0O0 00
MEL-ROL 0000o 00 0— — — — — — — — — — — — — — — — — 0op00
WATERPROOFING BY W.R. 00000 00 060
00
MEADOWS, OR APPROVED o°.0 0 p0000
EQUAL, APPLIED IN o° p
ACCORDANCE WITH MFR'S po
RECOMMENDATIONS, TYP (3 �oOp° 00o`o 3fr-�48" 0 INTERIOR DIAMETER
00°00 0°pop o °0 0° o PRECAST MANHOLE RISER
00 00
o °° 0.0 00o °O
LADDER RUNG @ V-0" poo00
BOLTED TO MANHOLE RISER �00 00
00 o o 000
I C� 69
36"0 MANHOLE LID
PER CITY STANDARDS
CRUSHED SURFACING PER
WSDOT STANDARDS, REFER
TO GEOTECH REPORT
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°00 1 ° 1 STRUCTURAL CONCRETE
0o I O° ° 1 #5 @ 12 OC EA 4
90o STD HOOK o °o o. o 00 °. o LID SLAB PER PLAN
W/ 12' BEND �000 ° ° �000 WAY TOP REINF -
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j OF FOOTING TO BE
o FIELD VERIFIED, TYP
ACCESS VAULT SECTION
SCALE: 3/4" = V-0"
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#5 @ 12" OC u--------- — --�
10" CONC EXIST CONCRETE LID DOWELS PER TRANSVERSE BOT REINF z0 0
WALL DETAIL 4 U =,
EXIST PAVEMENT
32'-2"±
TOP OF GRADE
28'-2"±
TOP OF LID
CORE OR SAWCUT #5 @ 6" OC co STEEL PIPE PILE
PENETRATIONS LONGITUDINAL BOT REINF �� PER PLAN
LADDER RUNGS @ V-0" OC
NOTE:
BOLTED TO CULVERT WALL UNO ALL BOTTOM BARS SHALL 10 CONC
BE STRAIGHT W/O HOOKS & TOP WALL
BARS SHALL HAVE STD HOOKS
EXIST CONCRETE WALL AT EACH END OF EACH BAR.
�1M ��� Li
EXTEND TRIMMER BARS FULL
LENGTH OF ADJACENT REINF
(TO SUPPORTS)
HOOK TYP HORIZ AND REINF
AROUND TRIMMER BARS, TYP
HOOK OR BEND BARS WHERE
IMPOSSIBLE TO EXTEND TO THE
SPECIFIED LENGTH
TRIMMER BARS:
CIRCULAR TIES:
#5 TOP & BOT PROVIDE 1/2 OF REINF
REINF LAP 24" MIN INTERRUPTED BY OPENING
AT 3" OC EA SIDE.
CORNER BARS:
(2) #6 x 5'-0" REINF
TYPICAL AT EACH CORNER
TYPICAL REINFORCING AT WALL AND SLAB OPENINGS
101, #4 @ 18" OC EA WAY
INSTALLED W/ HILTI
10" HIT-HY 200 EPDXY
STRUCTURAL SLAB LID
PER PLAN NOTES
EXIST CULVERT LID
BEAM SECTION
r % SCALE: NTS ` T f SCALE: 1" = V-0"
IIIIIIIIIIIIIIIIIIIIIII�
ENGINES RING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
NOTICE RMK �J ECOno
0 3/21 DESIGNEDJEG
DRAWN D�Al��
� ��JG S
IF THIS BAR DOES
NOT MEASURE 1" JGG SEE OUCH DIM
EN DRAWING
1 03/15/23 JGG RECORD DRAWINGS T NOT TO SCALE IS CHECKED l�i(� YER S1)1JLSI� E� COYER
NO. DATE BY REVISION
PL3/8x6"x6"
90° STD HOOK W/ 8" BEND
28'-2"±
TOP OF LID
I 1 �
I I
1 m u
I I
I 1 #3 STIRRUPS @ 6"
1 1/2" I I OC, TYP
CLR
(2) #6 CONT BARS
TOP & BOT
V-2" 4" 0 PIN PILE DRIVEN
TO REFUSAL, REFER
TO SPECIFICATIONS
murra,!Iismirth
17'-8"±
BOT OF VAULT
CONNECTION PER
MANUFACTURER, TYP
REPLACE EXIST
PAVING AS REQ'D
PER CITY STANDARDS
PRECAST MANHOLE o0,o0 0
0
GRADE RING W/ 3'-0"
INTERIOR DIAMETER
PRECAST MANHOLE
RISER W/ " 48" 0
INTERIOR DIAMETER
i
0
o°
a
0
19:11=01
O"U 061 O� o O p00
Oo° °° 00 OD 000
0
CRUSHED SURFACING PER
WSDOT STANDARDS, REFER TO
GEOTECH REPORT. CDF MAY BE
USED BETWEEN MANHOLE
RISERS AS REQUIRED TO MEET
COMPACTION REQUIREMENTS.
-----------------
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DOWELS PER
DETAIL 4
ACCESS VAULT SECTION
SCALE: 3/4" = V-0"
36"0 MANHOLE LID
PER CITY STANDARDS
u— — — — — — — — — — — — — — — — — — — — — — — u
MANHOLE LID DETAIL
SCALE: 1" = V-0"
3" 48" 0
PER PLAN PER PLAN
36"0 INTERIOR DIAMETER
MANHOLE LID 5 GRADE RING
PER CITY STANDARDS - 48" x 36" FLAT TOP
---------------- ---- ---- SLAB, H2O RATED
� 1 32'-2"±
I TOP OF GRADE
u----------------- u I 00 00 po
°.0 o OO00
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— — — — — — — — — — — — — — — — — 1
°° o ° CO
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00 RD
po° o .0 " 48" 0 INTERIOR
Cb°6O DIAMETER PRECAST
MANHOLE RISER
a o O°
° oo
°
oO0 00
a o O° CO STRUCTURAL
po 0o CONCRETE LID SLAB
o0o 0p o 'o
28'-2"±
TOP OF LID
IF w w
z0 o EXIST CONCRETE LID
U J
00 REINF PER DETAIL 1
LADDER RUNGS @ V-0"
OC BOLTED TO CULVERT
WALL
48" x 36" FLAT TOP
SLAB, H2O RATED
REPLACE EXIST PAVING
AS REQ'D PER CITY
STANDARDS
EXIST PAVING
32'-2"±
TOP OF GRADE
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0 °o
o°°o
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• RENTON DOWNTOWN
� UTILITY
IMPROVEMENTS
PROJECT
BACKFILL W/ CRUSHED
SURFACING PER WSDOT
STANDARDS, REFER TO
GEOTECH REPORT
#4 DOWELS @ 18" OC
EMBEDDED INTO
PRECAST RISER & CONC
SLAB W/ HILTI HIT-HY
200EPDXY
0
Lu
cr
cn i°
17'-8"±
BOT OF VAULT
PRECAST CONCRETE RISER
BUILT-UP GROUT PAD AS
REQ'D FOR FULL BEARING
r REINF PER DETAIL 1
N
U
EXIST CONCRETE LID DOWEL PER
DETAIL 4
SECTION AT MANHOLE BASE
SCALE: 1" = V-0"
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON CONSTRUCTION RECORDS AND AS -BUILT
INFORMATION PROVIDED BY OTHERS. CG ENGINEERING
HAS NOT VERIFIED THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION.
BOX CULVERT ACCESS DETAILS
PROJECT NO.: 18-2251 1 SCALE: AS SHOWN I DATE:
MARCH 2O23
R-394948
SHEET
SD-53
48 of 121
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