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DATUM
HORIZONTAL DATUM:
NAD '83/'11
BENCHMARK
FOUND PUNCHMARK IN 1 %" BRASS
DISK IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017)
VERTICAL DATUM: OBSERVED (NAD 83/11)
NAVD '88 N:191092.94, E:1311476.14
ASBUILT RETAINING WALL DETAILS
OF
E'%^ fl E% C MM MM Zm% fl fl A IN E% fl T A MM
FOUND PUNCHMARK IN %" BRASS PIN
IN CONCRETE MONUMENT IN CASE
1.4' BELOW GRADE (7/20/2017)
OBSERVED (NAD 83/11)
N:191241.77, E:1311481.30
1
RECORD DRAWINGS AS BUILT
TJS
1/12/22
BJT
suRvErm:
SCALE
N/A
DESIGNED:
TJS
4
SURFACE DRAINS
TJS
1 14 2
BJT
TJS DRAWN.
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHECKED:
BJT
NO.
REVISION
BY
DATE
APPR
APPROVED:
BJT
FINISHED
HOMESITE GRADE
VERnCAL• NAVD 1988
HORIZONTAL• NAD 1983/1991
DATU M
6" MIN DIA SURFACE DRAIN PIPE
0-)
SURROUNDED BY CLEAN WASHED -"
DRAIN ROCK. SEE DETAIL ON SHT 15
FOR MORE INFORMATION.
0
O
16' SEPARATION
I
00
12" MIN.
16
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1'
6
THE GEOTECHNICAL ENGINEER SHALL OBSERVE NATIVE
CUTS FOR EACH ROCKERY. ADDITIONAL FLATTENING OF
—CUTS MAY BE RECOMMENDED BY THE GEOTECHNICAL
ENGINEER DEPENDING ON THE SOIL AND GROUNDWATER
CONDITIONS OBSERVED. (TYP.)
ROCKERY RETAINING WALL (TYP.)
(GEOTECHNICAL DESIGN REQUIRED)
ALL RETAINING WALLS SHALL INCLUDE
A FOOTING DRAIN CONNECTED TO THE
PERMANENT STORM SYSTEM, UNLESS ANOTHER
CONNECTION POINT IS SHOWN. (TYP.)
CONSTRUCTION NOTE:
THIS DETAIL IS TO BE USED FOR WALL PLACEMENT
ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE
ROCKERY RETAINING WALL PER DETAIL 85 AND 86
PREPARED BY TERRA ASSOCIATES, INC.
TYPICAL ROCKERY
WALL PLACEMENT DETAIL HH-HH
NOT TO SCALE
CITY OF
PRI RENTON
Planning/Building/Public Works Dept.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT RETAINING WALL DETAILS
FOREST TERRACE PLAT
PULTE GROUP, INC
3535 FACTORIA BLVD S.E., #600
BELLEVUE, WA 98006
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DATE
2/7/2022
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FIELDBOOK:
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