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S1 TE VOL UME CA L CULA T
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CUT VOLUME FILL VOLUME NET VOL UME t �2 45 JW OF THRU GR4 rE
0
(CU. YDS.) (CU. YDS.) (CU. YDS.) 1 0 ELEOw.39702'
388.20
8,731 4,043 4, 088 EXPORT
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9
ALL VOLUMES ARE APPROXIMATE AND ARE PROVIDED'FOR PERA41TTING 0. W.
%
1,10N _38 C50
PURPOSES AND REPRESENT FINISH GRADE TO EXISTING GRADE AS SHOWN. 7� Z", 0
R.
4�ZEX
CONTRACTOR SHALL RELY ON HISIHER OWN ESTIMATES FOR DETERA41NING ;0. Ilk
> WD 7H
3RR 40
RUCTURAL EXCAVATIOk VAUL T
THE VOLUMES DO NOT INCLUDE STRIPPING, ST
ACTUAL EARTHWORK QUANTITIES.
AR
v
EXCAVATION,,'EXPANSIONICOMPACTIO,N FACTOR OR ANY SOIL TYPE
RESTRIC77ONS. ip 4)
S1
1) v
Y
THIN CITY LIMITS, PAVEMENT RESTORATION SHALL BE PER C.O.R. STREET
LEGEND:
TORATION AND STREET OVERLAY STANDARDS ANDIOR AS FIELD SPECIFIED BY N 384.55
_v
1"9
1. 68'
LF STREET GRIND AND 0 VER�AY WILL BE REQUIRED A S THE MINIMUM
CITY INSPECTOR.
RA VEMEN T RES TORA T1 ON N 0 TES
LOCK AND LOAD W
ALL
�Z,
TORA 770N. STONE TERRA WALL
N�
KEYSTONE WALL 6.86 _1FH
iNACK OF SIDEWALK SLOPE NO
CID= ROCKER Y X. 12' 001v 3�0*
7OUND SLOPE BEHIND SIDEWALK SHALL NOT EXCEED 4:1 FOR A DISTANCE OF GRAPHIC SCALE
IREE Y BE INCREA SED TO. A 80
0 20 40
AXIMUM OF 2: 1. Ij 5 65
496L. 919'
(3) FEE T AFTER 7HREE (J) FEET, SLOPE MA
1 INCH 40 FT.
81:9
UILDING PERMIT NOTES: R-392.209
INDEPENDENT REVIEW IS REQUIRED FOR ALL WALLS WITHIN RIGHT-OF-WAY 411 c\j
APPROVED FOR CONSTRUCT*ION,
VAULT AND RETAINING WALL TO BE APPROVED UNDER SEPARATE PERMIT SWIM c\1
CARNEY SUBJECT TO ERRORS AND OMISSIONS (7)
mw
AS BUIL
AFETY RAILINGS X JE 4
<20
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AINING WALL
T HE BOTTOM OF A ROCK WALL, "i CER77FY MAT TLIE INFORMATION SHOWN HEREON WHICH WAS 4*
FETY RAILINGS SHALL BE REQUIRED WHEN T
OR SLOPE IS JO INCHES OR A40RE BELOW THE FINIS14ED
-BUILT BY D.R. S7RONG, AND AM Y INCLUDE LOCA 77ONS, CRO,5,51MALK
..ELEVA77ONS, DEMNS, PIPE SIZES, AND AS -BUILT COMMENTS, BY:
DATE.
LEVATION OF A SIDEWALK OR OTHER PEDESTRIAN FACILITY AS I& SVIAL
C)
:ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED 'MAFFIC SICNAL (�W.) -j-
WMIA'A
0 Y ME OR UNDER A.4 Y DIREC T SUPER VISION ON 7HIS DA M IRE OIL,
BY: DATE:
121101201&
BY: DATEi
Al BY: DATE.
A
A.
A
SURVEYED: SCALE:
DATEG
Vi NAVD 198a 0
sis
HORIZONTAL: NAD 1983/1991
D.R. STRONG 1i
AS NOTED AVANA RIDGE PUD 12.1018
ED 7 C1 TY OF
CONSUL TING ENGINEERS YLP FIELDBO,
C 2 Working Days Before You Dig , U;*R GRADING PLAN
ENGINEERS PLANNERS SURVEYORS DRAWN: PAGE:
RENTON
I CEN
811 ONE INCH DRAWING NO:
626 - 7th A VENUE KIRKLAND, WA 98033 m Z.
Wil, n 3) CHECKED:
0 425.827.3063 F 425 827.2423 CALE P I a n h i n g/ B u i I d i in g/ P y b I i c Works Dept. 10615 SE 172ND ST, RENTON, WA C9
Ira U derground Location Center UNA'
(ID,Wr,ND,OR,WA) AA I . . IF NOT ONE INCH
NO. APPROVED: SCALE ACCORDINGLY
--------- REVOON BY DATE APPR : , _: >
10
C15008868 B15008865 B15008867 rEFT., OF
9 . 26
DRS PROJECT NO. 15088