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GENERAL NOTES
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DRAINA
NEW AREA LIGIlliTS e44
EXIST. WATER I-INE
_. .. _ EXIST.. STORM SEWER
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S-221402
COPYRI GHT 1995, D.R. STRONG CONSULTING ENG., INC. - - F
PROJECT CLIENT ;NO. DAT;E BY :APR
1 27FAPR95 DJJ -DJH LIMITED TOPOGRAPHIC SURVEY Ala, Sliester & Sons Construction, Inc. M-- 7
Renton WA Mukilteo WA 98275
Corky-'s Chevron 12303 Cyrus Way
TORM
STORM
Cm Tc.
D. R. STRONG consumingEngino" Inc.
bus €} -30 3
1-800-962-1402
ENGINEERS *PLANNERS *SURVEYORS FAX NO: (206) -23
A2 OF
F
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
A"*q4LmL9
(1) PROOF OF LIABILITY INSURANCE SHALL BE SUID TO DOES PRIOR TO THE PRECONSTRUCTION MEETING (KCC 9.04.10D.D).
(5) ALL CATCH BASIN GRATES SHALL CONFORM TO CITY OF RENTON DRAWING NUMBERS B012, 8013, B020 AND 8064 WHICH INCLUDES THE
STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS"
(6) THE APPLICAN T/CON TRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB —OUT CONVEYANCE
LINES NTH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
(7) ADJUST ALL CATCH BASINS FRAME AND GRATES TO MATCH FINISHED GRADE — 0.1`.
(8) ALL FINISHED SURFACES SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE (1% MIN.) TO THE INDICATED
CONVEYANCE FACILITY OR CATCH BASIN,
S-221404
COPYRIGHT C 1995, D.R. STRONG CONSULTING ENO., INC.
PROACT
DETAILS AND NOTES
CORKY'S CHEVRON
RENTON, WASHINGTON
760 - 4c - 2214
4w ......... ww�
m1mimiffiffuzu-MR&I'mol
�111 �*=H: « TWwaia=
zwft� �ml
FILTER FABRIC MATERIAL 60' WIDE ROLLS.
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE 2* BY 2* BY 14 GAUGE: WIRE
FABRIC OR EQUIVALENT
................
BURY BOTTOM OF FILTER MATERIAL
IN 8" BY 12" TRENCH
6' MAX.
2- BY 4- WOOD POSTS, STANDARD OR BETTER OR
EQUAL ALTERNATE: STEEL FENCE POSTS
6.
FILTER FABRIC MATERIAL,,
V BY 2" BY 14 GAUGE WIRE
FABRIC OR EQUIVALENT
PROVIDE 3/4' - 1.5' WASHED
GRAVEL BACKFILL IN TRENCH
AND ON BOTH SIDES OF FILTER
FENCE FABRIC ON THE SURFACE
2" BY *' WOOD POSTS
ALT: STEEL FENCE POSTS
FILT91! FAMC STANDARD N011I
A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID
USE Of JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT
POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST,
B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE THE FENCE POSTS
SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROI MIN. 30 INCHES).
C. A TRENCH SHALL BE EXCAVATED. ROUGHLY fill WIDE AND 12* DEEP, UPSLOPE AND ADJACENT TO THE WOOD
POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
D. 04EN STANDARD STRENGHT FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY
TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST I' LONG, TIE WIRES OR Hoc
RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4" AND SHALL NOT EXTEND MORE THAN 36"
ABOVE THE ORIGINAL SURFACE.
E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR MRED TO THE FENCE, AND 20* OF THE FABRIC
SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36* ABOVE THE ORIGINAL
GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.
F. WHEN EXTRA-STREGTFI FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE
MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO T14E POSTS WITH
ALL OTHER PRO IONS OF STANDARD NOTE *E.* APPLYING.
G. THE TRENCH SHALL BE BACKFILLED WITH 3/4- MINIMUM DIAMETER WASHED GRAVEL
H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE
THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL RE MADE IMMEDIATELY.
CLIENT NO. DATE BY APR REMSION
A.L. SLIESTER & SONS INC. 27APR95 DJJ DM
12303 CYRUS WA Y
MUKIL TEO, WA 98275
GRATE, 1" X 2" T N
WOOD POST
SEOTHREE SIDES OF GRATE
WRAP & STAPLE ON WOOD POST
GROUND SURFACE
Em
No. 660-CPS
(*M lbs
OIJTLET WEIR INLET PIPE
WITH ELBOW
OIL
COALESING MEDIA 4'-W
INLET WEIIIII
788 SQ. FT. - EFFECTIVE COALESCING AREA
125 MP.M. - MAXIMUM FLOW RATE
PROVIDE 6' DR13P FROM INLET TO OUTLET
INLET AND OUTLET SHALL BE DUCTILE IRON PIPE
660-CPS PER UTILITY VAULT OR IMM 466-S PER PIPE OR EQUAL
01 660—C 66—S
i lA6DWG D. R. S TRO NG consuiting Enginoors inc.
106,04 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 (206) 827-3063
1-800-962-1402
ENGINEERS e PLANNERS e SURVEYORS FAX NO (206) 827-2423
ftOt DRAWN LRj DATE 29—MAR-95 DRAVANG NO. 95028.2
lii��
CHECKED DJH scALE AS NOW SHEET A6 OF