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BOTTOM OF PILE
ELEV = -1.75
LADDER RUNGS @
1'-0" OC BOLTED TO
CULVERT WALL, TYP
LONGITUDINAL REINF
PER DET 1/SD-53
CONTRACTOR SHALL VERIFY
EXIST CULVERT WALL
THICKNESS AND ALIGN
PENETRATIONS AT INSIDE
F OF WALL AS SHOWN.
O,, fJ�
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CORE OR SAWCUT " (2) 48" 0
PENETRATIONS IN EXISTING
CULVERT LID. REINFORCE AROUND
OPENINGS PER DET 3/SD-53. EPDXY
COAT ANY EXIST REBAR EXPOSED BY
PENETRATION.
14" THICK REINFORCED
STRUCTURAL SLAB POURED
DIRECTLY ON TOP OF EXIST
VAULT LID. PROVIDE DOWEL
BARS TO EXIST LID PER DET
4/SD-53
TRANSVERSE REINF
PER DET 1/SD-53
EXIST CULVERT BELOW
/ 4" 0 STEEL PIPE PILE, TYP
32' TOTAL PIN PILE LENGTH,
DRIVEN TO REFUSAL
BOTTOM OF PILE
ELEV = -4.09
BOTTOM OF PILE
ELEV = -2.22
CONC BEAM & REINF
PER DETAIL 4/SD-53
BOTTOM OF PILE
ELEV = -2.27
BOTTOM OF PILE
ELEV = -1.04
BOTTOM OF PILE
ELEV = -1.15
ACCESS VAULT FOUNDATION PLAN
SCALE: 1/2" = 1'-0"
4= -0 4m
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
FOUNDATION PLAN NOTES:
1. REFERENCE TO SLAB ELEVATIONS AND VERIFY W/ CIVIL DRAWINGS AND FIELD CONDITIONS.
2. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET SD-53 FOR ADDITIONAL
CONCRETE DETAILING REQUIREMENTS.
3. CONTRACTOR SHALL PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION, WATERPROOFING, AND BACKFILL & DRAINAGE BEHIND
WALLS PER GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER SHALL OBSERVE EXCAVATED SOIL CONDITIONS DURING CONSTRUCTION
(AND GROUNDWATER CONDITIONS) AS REQUIRED, AND PROVIDE ADDITIONAL RECOMMENDATIONS IF NECESSARY BASED ON ACTUAL
SITE CONDITIONS.
4. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL FINAL GRADES, VAULT ELEVATIONS, AND PIPE PENETRATIONS W/ THE CIVIL
DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCY. REINFORCE AROUND ALL PIPE
PENETRATIONS PER THE TYPICAL REINFORCING AT WALL AND SLAB OPENINGS DETAIL 3/SD-53..
5. PRECAST MANHOLE RISER SHALL BE DESIGNED BY THE MANUFACTURER (CONCRETE TECHNOLOGY OR EQUAL).
REFER TO DESIGN LOAD STRUCTURAL NOTES AND SOIL PROFILES ON THE PLANS FOR MINIMUM PANEL LOADING REQUIREMENTS.
1 03/15/23 JGG RECORD DRAWINGS
NO. DATE BY REVISION
NOTICE
0 % 1
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
KIVIK DESIGNED Lm ID
DES
JEG 0FD-1AM�HflSDRAWN L H
JGG SEE HOVE OH
CHECKED COVE SMEE7
1'-0" 0
2'-0"
murraysmilh
716
4'-0"
EA
n �
\\ SW SUNSET BLVD
48"0 INTERIOR
STANDARDS
DIAMETER MANHOLE
/ y
RISER SHAFT PER CITY
lol
LADDER RUNGS @ /' //Alil
V-0" OC BOLTED TO
MANHOLE RISER TOP OF LID v
ELEV = 32'-2"± \
TO BE VERIFIED \\
x I \\
PROVIDE 36" 0 MANHOLE \\
\ -- FRAMES AND COVERS (NOT \
\ \ SHOWN FOR CLARITY) PER CITY \\
0>1 2 \\ STANDARD PLAN 204.50 \\
EXIST CULVERT BELOW,
d-
D-5 \ \ CONTRACTOR TO VERIFY
WALL THICKNESS
/
EDGE OF STRUCTURAL
SLAB BELOW \ ,/
/
\
TOP OF CONC \ /'
ELEV = 27.08
ACCESS VAULT LID PLAN
SCALE: 1/2" = 1'-0"
VAULT LID PLAN NOTES:
1. REFERENCE TO SLAB ELEVATIONS AND VERIFY W/ CIVIL DRAWINGS.
2. REFER TO THE FOUNDATION PLAN NOTES FOR ADDITIONAL NOTES & INFORMATION.
RENTON DOWNTOWN
� UTILITY
'�R IMPROVEMENTS
PROJECT
1'-0" 0
2'-0"
716
4'-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 PLAN
R-3949471
SHEET
SD-52
47 of 121
PROJECT NO.:
18-2251 I SCALE: AS SHOWN I DATE: MARCH 2O28
I