HomeMy WebLinkAboutS-2029284" - 6" QUARRY SPALLS
U' MIN. THICKNESS BEHIND ROCKERY)
SIMILAR TO CITY OF RENTON
STREAM BANX PROTECTION ROCKERY DETAIL SHT.4.4
(WHERE SHOWN)
TOPSOIL. 4" THICKNESS
614" CRUSHED SURFACING (WHERE REO'Q FOR PLANTING) _
BASE COURSE
WIDENED ROADWAY 1 /
AS SHOWN
•7�� STREAM BED
9' MIN. - 12' MAX. %c� 3 WATER DEPTH W
- C VARIES ~
0
SLOPE (SEE NOTE 4) W
O% MIN - 5% MAX! QUARRY IN
BACKSLOPE 2 MAN
(VARIES) " — — -- — ,c, TOE ROCKS _
CUT SLOPE fir- - *; a A FA
(VARIES) N
GEO FABRIC FOR FILL WR GRAVEL BORROW
FILL
2 "- 4" QUARRY
SUBGRADE SURFACE NATIVE BACKFILL OR SPALLS SECTION BASE ROCKS
GRAVEL BORROW NOTE: NTS EXCAVATION LIMIT
SECTION WHERE APPROVED
NTS /. THE ROCKERY HEIGHTS ARE NOTED ON THE PLAN SHEETS
2. BASE ROCKS SHOULD BE DROP SEATED INTO QUARRY SPALLS
NOTE. 3. ROCK SIZES ARE SIMILAR TO CITY OF RENTON ROCKERY DETAIL SHEET 4.4.
/. SEE THE PLANS FOR THE RECONSTRUCTION WIDTH. 4. WHERE NOTED PROVIDE A'2'OFFSET (CENTER OF ROCK TO CENTER OF
ROCK).
A ROADWAY C STREANSIDE
IVARI RECONSTRUCTION I VAR ROCKERY
CRUSHED SURFACING BASE COURSE
(6" THICKNESS)
WIDENED ROADWAY
AS SHOWN L
9' MIN. - /2' MAX
NATIVE BACKFILL
TOPSOIL. 4" THICKNESS
SLOPE
(/% MIN 5% MAX)
(WHERE REO D. FOR PLANTING)
� -
STREAM BANK PROTECTION
(SEE OTHER DETAILS)
EXISTING GROUND - =49 - - - - - -- :'..- ..�
GEO FABRIC
1
t�
2" - 4" QUARRY SPALLS
(DEPTH AS NOTED ON PLANS:
IF NO DEPTH NOTED, SURFACE W/ og WASH fro
BASE COURSE ONLY) SECTION
F
NTS
o ;sT�
O / iA8ys8Mrsrs
I0NAL 6
F—B-1 RAISE ROAD GRADE
EXPIRES: 12737
VAR
CITY OF RENTON
- DEPARTMENT OF PUBLIC WORKS
HONEY CREEK INTERIM REPAIRS - PHASE 2
REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W W P — 22 _ `? 0 `� 9 CIVIL DETAILS - I
SUBMITTED WARNING r► lY r L L L lJ L 7
O V2 i DESIGNED: DATE: 6/94 FILE NAME.
DATE PLAN REVIEW
PROJECT ENGINEER R. C. F. NO. DATE REVIEW
DRAWN:
IF THIS BAR DOES SCALE: FIELD BOOK: PAGE:
NOT MEASURE r I RECORD DRAWING -AS BUILT DGP JEB DEC. 22 1994 CHECKED:
THEN DRAWING IS WASTEWATER UTILITY DATE
MONTGOMERY WATSON R. C. E. NO. DATE NOT TO SCALE. N0. REVISION BY APPR. DATE SHEET: C -i2 OF!