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STANDARD OR VANED
FRAME AND GRATE
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10" X
3' -0' (TYPE 1L)
2' -6' (TYPE 1)
5'
STANDARD OR VANED FRAME
r-- r - - - - -- AND GRATE
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TYPE 1 and TYPE 1L
(OPEN CURB FACE)
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2
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I.D.
JBS
48"
2"
F
12"
54"
W24"
15"
60"
4"
15"
18"
72"
28'
4'
96"
6"
TYPE 2
3' -0" (TYPE Q
TYPE 1 and TYPE 1L
F-11
7
1/4 OF SECTION 14
SOLID 24" DIAM FRAME
AND GRATE
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STANDARD OR VANED
FRAME AND GRATE i
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NOTES:
1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE IL STRUCTURES ONLY
2 NORTHING AND EAS7ING (OR STATION AND OFFSET FROM CONSTRUCTION CENTERLINE) SHOWN ON PLAN REFERENCES
CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS
3. REVERSE TYPE 2 CATCH BASIN TO BE INSTALLED ONLY AT LOCA77ONS SPECIFIED ON PLANS
STRUCTURE PLACEMENT DETAIL
NOT TO SCALE
PLAN
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F6"
FINISH
GRADE
3' MSE WALL
6' 12" MIN,
CONDITION AT COMPLETION OF LAND CONSTRUCTION
RETAINING WALL STUDY
NOT TO SCALE
REVERSE TYPE 2
(SEE NOTE 3)
STANDARD OR VANED FRAME
AND GRATE
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W
2
2
1
D.
JBS
6"
2"
F
3'
5.5°
0'
9"
4"
15"
2"
28'
LEGEND
+ = CENTER OF GRATE
S = CENTER OF STRUCTURE
FOC = FACE OF CURB
CONDITION AT COMPLETION OF HOUSE CONSTRUCTION
23 N, RANGE 5 E, W"
FREE DRAINING BACKFlLL OR
COMPACTED STRUCTURAL FILL
PER PROJECT CE07ECHNICAL
RECOMMENDATIONS
CE07EX71LE REINF. GRID,
TYPE AND MFR. PER
PROJECT GEOTECHNICAL
SPECIFICATIONS
SUITABLE UNDISTURBED
NATIVE OR COMPACT
IMPORT FILL FOUNDATION
MATERIAL
GRADE
IN
GRID LENGTH = L (SEE NOTEC
CONT. 4" DIAMETER,
PERE PVC DRAIN PIPE
FENCE POST (BY OTHERS)
EMBEDDED IN SLEEVE
FENCE AS REQUIRED
TOP =PER PLAN
FACING
CRUSHED ROCK
PER GEOTECHNICAL
SPECIFCARONS
J11
3
M9 m _
2=4" CRUSHED ROCK
LEVELING COURSE
N01ES.•
I- THIS DETAIL PROVIDES GENERAL INFORMATION FOR THE INSTALLATION OF MECHANICALLY STABILIZED EARTH (USE)
WALLS. IT IS NOT INTENDED TO REPRESENT ALL DESIGN AND CONSTRUCTION CONSIDERATIONS SPECIFIC TO THIS
PROJECT. USE WALLS FOR THIS PROJECT SHALL BE INSTALLED PER AN APPROVED GE07ECHNICAL ENGINEERING
DESIGN AS PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON.
2. SOIL /GRAVEL BACKFILL, GEOGRID LENGTHS AND SPACING, AND OTHER MATERIALS SHALL BE IN ACCORDANCE M7H
APPROVED GE07ECHNICAL RECOMMENDATIONS.
TYPICAL MSE WALL SECTION
NOT TO SCALE
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CITY OF RENTON
Approved by: Date:
Approved by: Dale:
Approved by: Date:
Approved b Date:
1
CONSTRUCTION PERMIT APPROVAL
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05 01 1
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JAMIE B. SCHROEDER, PE
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PETER EVANS
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B. SCHROEDER. PE
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REVISION
BY
DATE
—JAMIE
APPR
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APPROVED
GRADE
MIN. EMBED.
R- 312324
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY' DATE: ? (1/
BY: L^ DATE• $ mt �e O
BY' DATE: F� $
BY:
DATE: R I W�
SSIONAL Ilr CP H
CONSULTANTS
CALL BEFORE Site Planning • Civil Engir eeling
YOU DIG Land Use GmsuNng- Project Managwet
1- 800424$$55 28a TM Amue, cute 10011W r4WA9,osa
Flew: (425178423901 FA (425) 285
www cehcona ultants.eom
44% CITY OF LIBERTY GARDENS .02/21/1
ha R EN TO N ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
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Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE DETAILS 03.102
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