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2"-4" QUARRY SPALLS ROCK WITH
NO FINES, 6" DEEP
MIN. 3" HMA (CLASS Y2") MATCH SAWCUT EDGE OF
EX. PAVEMENT DEPTH EX. PAVEMENT,
6" CRUSHED SURFACING TOP COURSE, THEN TACK &
COMPACT TO 95% MODIFIED PROCTOR SEAL JOINT
(ASTM 1557) 1' EX PAVEMENT
MIN.
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UNDISTURBED
NATIVE
MATERIAL
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BANK RUN GRAVEL OR NATIVE
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/ BACKFILL IF APPROVED INIF UNDISTURBED ��/...,.;•..'•.•.•.•.•.•:•:•.:•`.•.•.•:.•.•:•:::.
/ WRITING BY ENGINEER,
\ COMPACT TO 95% MODIFIED MATERIAL
PROCTOR (ASTM D1557)
BANK RUN GRAVEL OR NATIVE
IN
A
AWRTNGLBY ENGINEER,
COMPACT TO 95% MODIFIED
PROCTOR
6 1MIM N
6 MIN.
PVC PIPE
PVC PIPE
6"MIN.
2.5'MIN.
BEDDING MATERIALS
NOTE: REFERENCE RENTON STD. PLANS
110.1 AND 405 FOR FURTHER DETAIL.
TRENCH DETAIL FOR GRAVITY MAIN
6"MIN.
2.5'MIN.
BEDDING MATERIALS
NOTE: REFERENCE RENTON STD. PLANS
110.1 AND 405 FOR FURTHER DETAIL.
TRENCH DETAIL FOR GRAVITY MAIN
GRAVEL ACCESS ROAD AS SHOWN
ON PLANS: SLOPE 2% TOWARDS
EXISTING STREAM
FILL AREA TO MATCH ..,y 777
EXISTING GRADE "
2:1 MAX SLOPE
CUT AREA TO MATCH
EXISTING GRADE
2:1 MAX SLOPE
2"-4" QUARRY
SPALLS ROCK WITH NO
FINES, 6" DEEP
FILL COMPACTED TO 95% PER
SPECIFICATIONS. GEOTECHNICAL
REPRESENTATIVE TO INSPECT
PRIOR TO PLACEMENT.
(OPEN CUT/UNPAVED SECTIONS) NOT USED (OPEN CUT/PAVED SECTIONS) TYPICAL GRADING PLAN
NOTE: SEE SPECIFICATIONS/GEOTECHNICAL
REPORT FOR ROCKERY WALL ROCK SIZES
MAX. 10'
1
6i
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2 MIN.
MIN. 1.5' 2 Min.
MAX. 3' 1 MAX.
Max. 3' 1 Max
III —III
- MEDIUM DENSE OR
FIRMER NATIVE SOILS
2-4" QUARRY ROCK
4" DIAMETER PERFORATED PVC
MINIMUM 12" PIPE. DAYLIGHT WHEN ROCK
WALL TRANSITIONS TO EG
NOTE: ANY LOOSE UPPER SOIL, INCLUDING GRAVEL AND
COLLUVIUM, S ALL BE REMOVED ALONG THE SLOPE
TYPICAL ROCK WALL DETAIL
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Stantec
1687 114TH Avenue SE, Suite 100 Bellevue WA
98004 phone: (425) 869-9448 www.stantec.com
MAX. 10
8" ADS ANIMAL GUARD (FINGER STYLE)
INVERT PER PLAN/PROFILE
n
\ —0.5% MINIMUM SLOPE —
CONTINUE PIPE ROUTING AND DAYLIGHT TO EG
INVERT PER PLAN/PROFILE
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_III -III
III-11
4" HMA MIN
ASPHALT ACCESS MATCH EXISTING
ROAD AS SHOWN THICKNESS
ON PLANS MATCH EXISTII\
— CONTRACTOR TO ROUTE 8" ADS FILL AREA TO MATCH FILL AREA TO MATCH
HDPE BEHIND PROPOSED ROCK EXISTING GRADE ° EXISTING GRADE
WALL AND UNDER PROPOSED 2:1 MAX SLOPE 2:1 MAX SLOPE
ACCESS
TYPICAL SD AT BACK OF WALL DETAIL
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6" GRAVEL SUBBASE
TYPICAL PAVED
MAINTENANCE PATH
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S-392153
N TS
Stantec was not present on site during construction. These
record drawings are a compilation of a copy of the sealed
engineering drawings for this project, as modified by
information furnished by the as -built survey on the project.
The information shown on the record drawings that was
provided by the City Utilities Dept. inspector cannot be
verified for accuracy or completeness. The original sealed
drawings are on file at the offices of the City of Renton.
RECORD DRAWING
APPPOM BY
1./ATE