HomeMy WebLinkAboutS-221403F
sm
K, q4"
oc, Col. C;
0
RIM = 998.70 (MATCH 0 20 40'
FINISHED GRADE) SCALE: 1 20'
IE = 995.84
CURB & GUTTER
(SEE DETAIL, A3)--,
CB #3
ICE" CMP
RIM - 1000.50 (MATCH- IE 30. cmp 990�
FINISHED GRADE) 1 5 51
IE= 997.50 IE 3 y -
. . ............ .......... IE 3' x 5.5' CMP-99'2.
RESTORE EXISTING GRADE BREAk
_1 0" GUTTER, REDIRECT FLOW TO CS #1
0
10
99 0 8
'0000 GWAM 000M MMM *MOM -AWMW WAMM MOMM *M=W 00MM am"
0000 '"1 "MOM ""m Ak, ca #1
RIM - 998.10 (MATCH
00I
< 0000 FINISHED GRADE)
IE - 995.06
4&INSTALL 12*0 CMP 90* ELBOW
a TURNED DOWN ON OUTLET
OVERLAY EXIS11NG ...... 000 .. ........
00,
LF,"1-
.......�PAVEMN PER l '%00%
.........♦......
...............
. . .............
000 .............. 0 Ik
N' 6'
. . ......................
.00, 000, CONCRETE SIDE S
CURB & GLITTEW ................. Ewcq*
CO
LGo
(SEE DETAIL, A3) ............. * ......... EXo
IST. BUILDIN
............................... ............. .............
......... VIP
x.......... ........... ......
f.
A ...... . .....
.............
0- 1b
S�
. ....... . . . . . . . . . . . . . . .
. . . . . . . . . .
x
. . . . . . . . . . . . . 1, dl�
......... ............ --too,
. ............. k
.......... ...... ......
% .........
...................... ..........
............... CANOPY
........... REMOVE EXISTING GRATE AND INSTALL
ve*,
....... ... C SOLID LID AT FINISHED LANDSCAPE
r
v.v............
xml ...........
. .......... .................. isGRADE, CONFIRM AND CLEAN OUTLET
.......... OVERLAY EXISTING
...............
....... FROM THIS CATCH BASIN TO THE NEXT
Ok 2) At
1\01 0AkJVUrtJT PVP A Ix
x1p ................ .................. -IJ
60 % c. . . . . . . . . . . 11.1
....... ... . .
z 10
oz .140- G OVERLAY EXISTIN
............... .... PAVEMENT PER Al
CURB & GUTTER
0 "low
(SEE DETAIL, A3)
30' -t�X'� 30'
S_n', G SUWALK— x� A' A
P4
RELOCATE DRIVEWAY,' CB #4
RELOCATE DRIVEWAY
SOcA
x<1 PRON PER Al RIM = . 99980 APRON, PER Al O x\ 0,
Op. IE 4" DI - 997.80 q
G00c, c3q R q
CLEAN EXISTING 5 LF, 4*0 DI, S-1.00%
CATCH BASIN
AND RESTORE FLOW
TO EAST LOCATE 18* CONCRETE GUTTER AT OIL/WATER SEPARATOR
EAST AND SOUTH EDGE OF FUEL ISLAND RIM - 999.90, MATCH FINISHED
UNDER CANOPY EDGE PER Al. SEE DETAIL, GRADE, SEE DETAIL, SHEET A6
SHEET A3, SLOPE = 0.50% MIN TO CB#4 CONNECT TO SANITARY SEWER
S-221403
COPYRIGHT @ 1995, D.R. STRONG CONSULTING ENG., iNC
PROJECT
S TORY DRA INA GE PLA N
Corky's Chevron
Renton WA
rso-4aft P 214
CUENT
A.L. Sliester & Sons Constructlon,
12303 Cyrus Way
Mukilteo WA 98275
m
0
DOW14STREAM CATCH BASIN
1000
0
A 000
CURB & GUTTER
(SEE DETAIL, A3)
RIGHT OF WAY
CENTERLINES PER Al
x
GO cSUNSET BOULEVARD
APPROVED
FAPPROVED
LEGEND
0
Ea
0
p
El
EXISTING CATCH BASIN
EXISTING STORM DRAIN MANHOLE
EXISTING STORM DRAIN LINE
EXISTING SANITARY SEWER MANHOLE
EXISTING WATER METER
EXISTING TELEPHONE RISER
EXISTING LIGHT POLE
EXISTING JUNCTION BOX
EXISTING ELEC11CAL VAULT
EXISTING TRAFFIC SIGNAL POLE
EXISTING CABLE TV RISER
EXISTING WOOD FENCE
EXISTING MONITORING WELL
PROPERTY BOUNDARY (PER Al)
EXISTING SIDEWALK
CATCH BASIN WITH FRAME AND GRATE (TYPE 1)
CONCRETE STORM PIPE
WITH INDICATED DIAMETER, LENGTH AND SLOPE
SEWER PIPE
GRADE BREAK
FLOW DIRECTION
CURB & GUT7ER, SEE DETAIL, SHEET A3
SILT FENCE, SEE DETAIL, SHEET A6
ADMONAL PAVEMENT, SEE DETAIL, SHEET
SLOPE TO DRAIN AT 1.0% MIN i
-NOTES
DATUM AND EXISTING SITE FEATURES PER LIMITED TOPOGRAPHIC
SURVEY, SHEET A2
12303 Cyr" Way AMONI
Mu"tao, WA "275
(206) 742-044
z
10"'ITY RENTON ko I Uf
KPARTMENT OF PUBLIC WORKS
DATE FILE NO.
SCALE FIELD BOOK PAGE
SHEET OF
OF PUBLIC WORKS
D J.
- _4.
0 wjjj
D. R.
S TRO NG consuming Enginoom inc.
10604 NE 38th
PLACE, SUITE 101 KIRKLAND, WA 98033
(206) 827-3063
1-800-962-1402
ENGINEERS
* PLANNERS * SURVEYORS
FAX NO: (206) 827-2423
DRAWN LI?i
DATE 29—MAR-95
DRAVdNG NO. 95-028.2
CHECKED DJH
SCALE 1 20'
SHEET A5 OF