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SEE SHEET 015
SCALE`'
-430
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
BENCHMARK:
PUNCHED ALUMINUM DISC,
CENTERLINE DUVAL AVE. (138TH AVE. N.E.)
AT p.i. WEST OF THE N.W. CORNER OF THIS SITE.
ELEV.= 411.90
BENCH MARK CONVERSION:
ALUMINUM DISK= 415.53 NAVD 1988.
EQUATION FROM CITY CONTROL POINT
#1851 -3 1/2" BRASS DISK AT THE
INTERSECTION OF NE 4th AND 140th
AVE. NE.
440 VERTICAL DATUM:
CITY OF RENTON
�— HORIZONTAL DATUM:
ci
RENTON SURVEY CONTROL NETWORK- CONTROL
POINTS 1849 AND 1848.
KEY MAP
N 00' 08' 57° E
23.00' Sq,23120D
NOTE :
ALL SANITARY SEWER LINES GREATER
THAN 15' IN DEPTH OR LESS THAN 4'
IN DEPTH SHALL BE EITHER DUCTILE
IRON- -OR -- C800 --
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AS -SCtS 0",-/-
BACKWATER VALVE FOR
FLOOR FIXTURES
UNIFORM PLUMBING
(PER
96 -74
PROJECT NO.
®
15'
�0
WIDE SANITAR
E 70
T T a5fi
_ 3LF 8' PVC
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NEW BUILDING
ODE U
///
DR D /NS BY
INV. 8'= 446.63
SIDE SEWER FOR UPPER
05 -09 -96
O FIXTURES
FLOOR U
ISSUE DATE
- a-
4 3
� W
� 438
440 44
444 i
$2
138E � pvc s
6 -11 -97
g 8 44
450
6 v
SHEET REVISION
452
454
4156
- - --
/
N 00' 08' 57° E 807.34'
BACKWATER VALVE DETAIL
L
450
SSMH #17 (46'O) SSMH #18 (48'0), <<J S�_ BUILDINGS 10, 13, AND 14
STA= -8+7--------------- STA. M+16---- Y------- - - - - -- - - -- =
_ }49.5 �— �� S— 0.0100 N.T.S.
V. 8' IN = -># .70- INV. 8' 1N =x:68 CITY OF RENTON
INV. 8' OUT == 4ST60 INV_ 8' OUT -44& -50— 87 PVC SS STUB CONTROL #1849
INV. 8'= 446.88
(N) 183,105:46 (feet) (N) 55810.655 (mPtA�G�
(E) 1,313,986.50 (E) 400503,887
° PACIFIC E NOIN�RING DESIGN INC. o civlL EI�IOINc�Cr�INO AN®
REVISIONS : REVISED PER SITE PLAN CHANGES &CITY REVISED PER SIDE SEWER &FIRE SPRINKLER REVISED PER CLIENTS REQUEST & REVISED PER CITY OF RENTONS
OF RENTON REDLINES
11 -13 -96 LEL VAULT CHANGES
1 -07 -97 LEL CITY OF RENTONS COMMENTS AND COMMENTS AND REDLINES
o PLAN N I NO CONSULTANTS
REDLINES 05 -16 -97 DJW 06 -11 -97 DJW
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