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IHSS FRAME PER
DETAIL 2 & 3, TYP
PIPE PLAN
1 SCALE: 1/2" = 1'-0"
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
1'-0" 0
EXIST CONC N
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EPDXY COAT
REBAR EXPOSE[
THE PENETRAI
EXIST VAULT WALL
2'-0"
ADEKA ULTRA
SEAL P-201
GROUT
CLOSED CELL
BACKER ROD
CORE DRILL OR SAWCUT
PENETRATIONS, SIZE AS
REQ'D FOR PIPE & SEAL.
NOTE:
SEAL ALL PIPE PENETRATIONS WITH A WATER
SWELLING ELASTIC SEALANT, ADEKA P-201, OR
EQUAL TYPE UNLESS OTHERWISE NOTED.
PIPE PENETRATION SEAL DETAIL
SCALE: 1 1/2" = V-0"
CRUSHED SURFACING PER
WSDOT STANDARDS, REFER
TO GEOTECH REPORT
REPLACE PAVEMENT
PER CITY STANDARDS
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W/ 13/16"0 ACCESS 1
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STEEL STRONGBACK MEMBERS &
CONNECTIONS SHALL BE ENCASED IN CDF 1
OR CONCRETE AFTER INSTALLATION. THE 1
1
CONTRACTOR SHALL USE MEANS 1
NECESSARY TO ENSURE THAT CDF DOES I
NOT EXTEND PAST THE END OF THE CASING. 1
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TYP 14
HSS CON N AT CULVERT WALL
SCALE: 1" = 1'-0"
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CORE HOLE THRU 1 1
EXIST WALL
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— — — V30"
-------------
CARRIER PIPE
ID DUCTILE IRON PIPE CENTERED IN CASING
CASING W/ 32" APPROX OD
EXIST CULVERT WALL
3/4" 0 THREADED ROD @
10" OC, CENTERED IN HSS,
W/ 4" EMBED
32'-2"±
TOP OF GRADE
r
17'-8"±
BOT OF VAULT
32'-2"±
TOP OF GRADE
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HORIZONTAL,
CENTERED IN TUBE
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SPACERS AND
END SEALS PER
CITY STANDARD
DETAIL 412 I I
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27'-0"±
TOP OF VAULT
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T i CEILING BEYOND >
VARIES
TOP OF PIPE
I I 1/4 TYP
I I 14
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3„ HSS51/2x51/2x3/8,
1 (4) SIDES
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DRILL OR CUT CONCRETE
I + I W/ CLEAN RADIUS AS
I I
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I I AROUND PIPE PER DIET 4.
- - - - -
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- - - -
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1
+
+
+
+
(4) BOLTS NOT REQ'D
OR INSTALLED AT BASE
3'-10"±
HSS CONN AT CULVERT WALL
SCALE: 1" = 1'-0"
+
I EXIST CULVERT
+ i FLOOR BEYOND
I
I 17'-8"±
I BOT OF VAULT
I �
I +
EXIST CULVERT FLOOR
R-394949
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.
NOTICE SHEET
1� DESIGNED
MD EC0�0D RENTON DOWNTOWN
/2 1 BOX CULVERT PENETRATION SUPPORT
JEG UTILITY
o SD-54
DRAWN � IMPROVEMENTS DETAILS
IF THIS BAR DOES murra!ysmiNOT MEASURE 1" JGG SEE�]�U[� DIM
DRAWING1 03/15/23 JGG RECORD DRAWINGS THEN
NOT TO SCA EIS KED CHECKED PROJECT
COVER SHEF7 � NO. DATE BY REVISION - - PROJECT NO.: 18-2251 SCALE: AS SHOWN DATE: MARCH 2O23 49 of 121
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