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I U A. U. VAV I
F.L. SWALE
= 408.20
CONN W NEW 6 "04X E 6" S.S.
FI LD VERIFY E I.E.
/ 409.6 EXIST C.O. PRIOR TO NEW ORK
I.E. 404.00±
IM = 41
EDGE OF NEW CONCRETE
/ I! I E = 401 5
TAAI CI AD CC V C TAAI bl AAI\
RIM `14QQ7�..�65�v�
I.E. = 404-00----_ u'
o �
4
EX. C. B.
RIM = 406.3
RIM = 407.0
EXISTING ASPHALT PAVING
TO REMAIN
EX. 36" CM
—40U0
EX. C. B.
+ SD RIM 405.1
3
SEPARATOR TER 0000
NEW 3' WIDE
CONIC GUTTER
SWALE O 1 %
25.40x
a°
NEW GRADE SPOT ELEVATION:
vv
o +,
U)
'E
.... . -. ...
•
Q a
so`
NEW TOP PUMP ISLAND ELEVATION. TPI
E4
�
a
L,-.... .
I `._..,
E__4
, ............
+ J.. ............ _ .... . _
W
tl a
a
EXI CURB & GUTTED
�E
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I U A. U. VAV I
F.L. SWALE
= 408.20
CONN W NEW 6 "04X E 6" S.S.
FI LD VERIFY E I.E.
/ 409.6 EXIST C.O. PRIOR TO NEW ORK
I.E. 404.00±
IM = 41
EDGE OF NEW CONCRETE
/ I! I E = 401 5
TAAI CI AD CC V C TAAI bl AAI\
RIM `14QQ7�..�65�v�
I.E. = 404-00----_ u'
o �
4
EX. C. B.
RIM = 406.3
RIM = 407.0
EXISTING ASPHALT PAVING
TO REMAIN
EX. 36" CM
—40U0
EX. C. B.
+ SD RIM 405.1
3
SEPARATOR TER 0000
NEW 3' WIDE
CONIC GUTTER
SWALE O 1 %
iVEM NT PLAN
ROLL 191.710.
or ra w..
1 I800) 424-4666
Vw
w�
F R 4.9�:
LEGEND
EX. GRADE SPOT ELEVATION:
25.40x
EXISTING GRADE CONTOUR:
NEW GRADE SPOT ELEVATION:
410.0
NEW GRADE CONTOUR:
.... . -. ...
•
26.8
NEW TOP PUMP ISLAND ELEVATION. TPI
SURFACE FLOW DIRECTION:
�'`'►-
L,-.... .
I `._..,
409 . ..
, ............
+ J.. ............ _ .... . _
CLEANOUT:
O C.O.
EXI CURB & GUTTED
8' --p
>\
ham.
.3 .
N EW PAV TO MEET
AND MATC EXISTING
3" A.C.:O
ER 6" CRBC: MIN.
EW 4" G.V. W
NON- RISING STEM
08.1
NEW BAFFLE TYPE
OIL -WATER SEPARATOR
(UTILITY VAULT MODEL NO
660 SA)
'
TOP = 408.00
I I.E. = 403;60 (IN::: & OUI)
DAYLIGHT
TO A. C.
SWALE
PAV'T
r'
iVEM NT PLAN
ROLL 191.710.
or ra w..
1 I800) 424-4666
Vw
w�
F R 4.9�:
LEGEND
EX. GRADE SPOT ELEVATION:
25.40x
EXISTING GRADE CONTOUR:
NEW GRADE SPOT ELEVATION:
26.0
NEW GRADE CONTOUR:
— i. — 25,E
26.8
NEW TOP PUMP ISLAND ELEVATION. TPI
SURFACE FLOW DIRECTION:
�'`'►-
HIGH POINT:
H.P.
PAVEMENT SWALE:
—► —+- �-
CLEANOUT:
O C.O.
DEMOLITION /EROSION CONTROL NOTES:
�1 REMOVE EXISTING CONCRETE PAVEMENT. HAUL FROM SITE AND DISPOSE OF
AT AN APPROVED LOCATION.
�2 REMOVE EXISTING ASPHALT PAVEMENT. HAUL FROM SITE AND DISPOSE OF
AT AN APPROVED LOCATION.
3� INSTALL SILT BAGS, INSERTS OR OTHER APPROVED DEVICE IN EXISTING
CATCH BASINS PRIOR TO DEMOLITION /GRADING WORK.
GENERAL NOTES:
1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND
SPECIFICATIONS.
2. EXISTING PAVEMENT BASE COURSE MATERIAL SHALL BE SALVAGED FOR REUSE
AS DEEMED ACCEPTABLE BY FIELD ENGINEER AND /OR SOILS ENGINEER.
3. ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED.
S- 3 ?OIOI
LEGAL DESCRIPTION
THAT PORTION OF TRACT II, JOSEPH P. MARSHALL TRACTS,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 38 OF
PLATS, PAGE 30, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT
THE WEST 110 FT. MEASURED ALONG THE NORTH LINE OF THE SAID
TRACT II.
TAX LOT NUMBER SITE ADDRESS
5169700122 1537 DUVALL AVENUE N.E.
RENTON, WA 98056
DATUM
HORIZONTAL DATUM — BASIS OF BEARINGS
NORTH AMERICAN DATUM OF 1983(91)- NAD 88(91) AS
ADOPTED & DEVELOPED BY CITY OF RENTON PUBLIC WORKS
DEPARTMENT WASHINGTON STATE PLANE COORDINATE SYSTEM -
NORTH ZONE
BEARING BASE = PLAT NW39'04 "w 2637.00
(PLAT N88- 39 -04"W)
(KCAS NW39'01 "W)(2637.05')
VERTICAL DATUM — BASIS OF ELEVATIONS NAVD 88
NORTH AMERICAN VERTICAL DATUM OF 1988 —
AS ADOPTED do DEVELOPED BY CITY OF RENTON
PUBLIC WORKS DEPARTMENT
SITE BENCHMARK
CITY OF RENTON NO. 792 CHISELED CROSS ON BOLT S.E. COR.
SIGNAL POLE BASE.
ELEV. = 407.39 FEET
APPROVED
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(425) 251 --6222
NO. I DATE I REW ON DESCRIPTION
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THAT THE MATERIALS CONTAIN PRIVILEDGED AND
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PURPOSE FOR WHICH BP HAS MADE THE MA"ERIALS O
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